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MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Rebate
Item
Unit
Quantity
Rate (Rs.)
BILL NO.1 GENERAL PROVISIONS
1.01 (i) Providing rental accomodation of 100 Sqm carpet area for base office for the employer and his staff complete as per Technical Specification Clause 122, along with all furniture etc. detailed therein.
Month
19742.40
(ii) Maintenance of Base office & its furniture & equipments
Month
15193.90
1.02 Providing and maintaining vehicles for the Employer including providing driver, POL etc. complete as per Technical Specification Clause 123. a) Hard top Vehicle with AC, Power Steering, etc.
Veh. Days
1376.20
1.03 Supply of colour record photographs two prints of size 6" * 4" mounted in album complete with DVD as per Technical Specifications Clause 124.
No.
48.20
1.04 Supply of additional prints (24"*48") of coloured photographs as per Technical Specifications Clause 124.
No.
213.00
1.05 Supply of DVD containg details as per Technical Specification Clause 124.
No.
2087.85
TOTAL AMOUNT BILL NO.1 CARRIED TO SUMMARY
Rev-04
PAGE 1 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item
Unit
Quantity
Rate (Rs.)
BILL NO.2 SITE CLEARANCE
2.01 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads and lifts and earth filling in the depression/pit as per Technical Specification relevant clauses of Section-200. (a)
Girth from 300 mm to 600 mm Girth beyond 600 mm to 900 mm Girth beyond 900 mm to 1800 mm Girth beyond 1800 mm Removal of stumps and roots of trees cut by other agencies and earth filling in the depression/pit as per Technical Specification Clause 200.
each each each Each
180.00 336.00 632.00 1179.00
Girth from 300 mm to 600 mm Girth beyond 600 mm to 900 mm Girth beyond 900 mm to 1800 mm Girth beyond 1800 mm Scarification of existing bituminous surface and disposal of scarified material with all lead and lift complete as per clause of 501.8.3.2.
each each Each Each Sqm
171.50 329.30 585.50 720.85 4.00
(a) Cement Concrete Pavement (b) Sub base/base course (Granular/macadam base including GSB and drainage layers)
cum cum
1027.00 371.00
(c) (d) (e) (f) (g) (h) (i)
cum cum each
230.00 175.00 158.00
cum cum
323.00 825.00
Liner Meter
120.00
ii) Diameter beyond 600 mm to 900 mm
Liner Meter
162.00
iii) Diameter over 900 mm
Liner Meter
278.00
cum metre
230.00 224.92
(b) (c) (d) 2.02
(a) (b) (c) (d) 2.03
2.04 Dismantling structures and pavement including disposal of resulting material as per relevant clause of Technical Specifications Section 200 including salvage value of dismantelled material.
(j) (k) (l) (m) (n)
Stone masonry in lime / cement mortar Dry rubble stone masonry Guard stone/ kilometer stone/sign post/hect.stones Deleted Plain Cement/Lime concrete structures Prestressed/ RCC structures including reinforcement Hume pipe of any class i) Diameter up to 600 mm
Deleted Brick Masonary Structures RCC Railing Deleted Dry Rubble Masonary/ Stone soiling/stone soiling
pitching/boulder
apron/brick
2.05 Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit including disposal of dismantled material with all lifts and leads, stacking serviceable material and unserviceable materials separately including salvage value of dismantled material.
Rev-04
Cum metre
36.00
PAGE 2 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 2.06 Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, back filling of foundation pit, stacking the serviceable and unserviceable materials separately including solvage value of dismantling material disposal with all lifts and leads.
Unit each
Quantity
Rate (Rs.) 127.00
TOTAL AMOUNT BILL NO.2 SITE CLEARANCE CARRIED TO SUMMARY BILL NO.3 EARTH WORK 3.01 Excavations of existing road, embankment, shoulders, ground and for Cement Concrete drains to designated widths and depths for the purpose of drain, pavement construction, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross Sections, rolling of bed/ground including loosening and recompaction, if required and disposal of suitable/surplus and unsuitable materials through all leads and lifts as per relevant clauses of Section300.
(a) In all types of soil (b) Rock (i) Ordinary rock ii) In hard rock (requiring blasting) including salvage value iii) In hard rock (blasting prohibited) including salvage value 3.02 Construction of embankment/sub-grade/shoulders with approved materials obtained from roadway cutting , excavation from drain, foundation of structures and transportation through all lifts and leads including spreading, grading to required level and camber and compacting using viabratory roller to meet requirement of table No. 300-1 & 300-2 and as per relevant clauses of Section-300 & 400.
cum
50.00
cum cum
63.00 179.00
cum
344.00
cum
73.00
cum cum
154.00 223.00
3.03 Construction of embankment / sub grade / earthen shoulders with approved material obtained from borrow pits with all lifts & leads including excavation, transporting to site, spreading, grading to required level & Camber and compacting using viabratory roller to meet requirement of table No. 300-1, 300-2 and as per relevant clauses of Section 300 & 400.
(a) Earth with CBR more than 5% (b) Earth with CBR more than 12% for shoulders above drainage layer 3.04 Construction of unlined surface drain of average cross sectional area 0.4 Sqm. In all type of Soil to specified lines, grades, Levels & dimentions to the requirement of clause 301 & 309 including disposal of unsuitable material with all lead & lift and using suitable material as per the direction of the Engineer.
Metre
3.05 Construction of Median above road level with approved material obtained from borrow pits including excavation & Transportation through all lead & lift and Spreading, Grading, Compacting as per relavent clauses of section - 400.
cum
Rev-04
46.00
177.00
PAGE 3 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item TOTAL AMOUNT BILL NO.3 EARTHWORK CARRIED TO SUMMARY
Unit
Quantity
Rate (Rs.)
BILL NO. 4 SUB-BASE, BASE-COURSE 4.01 Construction of granular sub-base by providing close/coarse graded crushed material, spreading in uniform layers on prepared surface and compacting at OMC with vibratory roller to achieve the desired density, complete in all respect as per drawing & relevant clauses of Section-400.
(i) For (GSB 2nd/ Top layer) grading-III Material as per Table 400-1.
cum
599.00
(ii) For Drainage layer GSB grading- V Material (GSB 1st Layer) as per Table 400-1.
cum
530.00
4.02 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers on well prepared surface with sensor paver and compacting with vibratory roller to achieve the desired density and as per relevant clauses of Section-400.
cum
1330.00
Sqm.
35.00
( i) @ 0.25 kg per sqm (normal bituminous surfaces)
Sqm.
12.00
(ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
Sqm.
15.00
5.03 Providing and laying leveling course/profile corrective course with bituminous macadam with hot mix plant using crushed aggregates of grading-2 premixed with bituminous binder @ 3.4% as per clause 504.3.1, transported to site, laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500.
cum
5291.00
TOTAL AMOUNT BILL NO. 4 SUB BASE CARRIED TO SUMMARY BILL NO. 5 PAVEMENT 5.01 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base with low porosity (WMM or WBM) including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm with pressure distributor and as per relevant clause of Section-500.
5.02 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant clauses of Section-500.
5.04 Providing and laying dense bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).
Rev-04
PAGE 4 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item (i) for Grading II( 50-75mm thickness )
Unit Cum
Quantity
Rate (Rs.) 7398.00
5.05 Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).
(i) for Grading II ( 30-45 mm thickness ) with 60/70 bitumen
Cum
8493.00
(ii) for Grading I (50-65 mm thickness) with 60/70 bitumen (VG-30) for wearding coat over C.D. Structures
Cum
8499.00
5.06 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of Section-600 (including cost of all types of formworks).
Cum
2383.00
5.07 Construction of dowel ted, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal ts, t filler, separation membrane, sealant primer, t sealant, debonding strip, placing of dowel bar and tie rod, ixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc. Steel in dowel bars and tie rod as per design of concrete pavement wil be paid as per item 6.06 (a) & (b).
Cum
5847.00
Rev-04
PAGE 5 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 5.08 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. including removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2.(For maintenance of road only).
Unit Sqm
Quantity
Rate (Rs.) 129.00
5.09 Repair of pot holes/ patch repair with Grading - IV granular material meeting requirement in the Table 400-1 & 400-2 of the specification including its maintenance as directed by the Engineer. (For maintenance of road only).
Cum
605.00
all types of soils ordinary rock hard rock (requiring blasting) including salvage value hard rock (blasting prohibited) including salvage value
Cum Cum Cum Cum
57.00 100.00 380.00 503.00
6.02 Providing and laying in position plain cement concrete of grade M-15 in levelling course below open foundation, pile caps, approach slabs, retaining walls, return walls/wing wall, cut off walls, CC drain and inspection ladders etc. complete as per drawing and relevant clauses of Section 1100, 1500, 1700, 2100 & 2700 (including cost of all types of formworks).
Cum
4261.00
Cum Cum Cum
4695.00 5220.00 5767.00
TOTAL AMOUNT BILL NO.5 PAVEMENT CARRIED TO SUMMARY BILL NO. 6 CROSS DRAINAGE 6.01 Earth work in excavation of foundation of structures as per drawing and technical specification, for all depths in all types of soil/rock including setting out, construction of shoring and bracing, dressing of sides and bottom, back filling with approved material, disposal of surplus material etc. within all leads and lifts complete and as per relevant clauses of Section 300 and 2100 of MORT&H Specifications.
i) ii) iii) iv)
In In In In
6.03 Providing and laying plain cement concrete for foundation and substructure of abutment, piers, retaining wall, return wall, wing wall, head wall of HP CD's, pillar, guard wall and CC drain etc.excluding cost of skin reinforcement, but including treatment of ts between existing & new structures with all leads and lifts as per drawings and relevant clauses of Sections 1500, 1700, 2100, 2200, and 2900 (including cost of all types of formworks).
i) PCC Grade M15 ii) PCC Grade M20 iii) PCC Grade M25
Rev-04
PAGE 6 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.04 Providing and laying reinforced cement concrete for foundation and sub-structure of pile cap, abutment, return wall, wing wall, head wall, pier, pier cap, pedestals, cantilever/counterfort/Box abutment/Return, cap, dirt wall, splayed wing wall, retaining wall, median wall, inspection ladders, box cell structures for under es, CC drain, CD's and bridges excluding cost of reinforcement, including treatment of ts between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1100, 1500, 1700, 2100, 2200. (including cost of all types of formworks).
Unit
Quantity
Rate (Rs.)
i) ii) iii) iv) 6.05
RCC Grade M20 RCC Grade M25 RCC Grade M30 RCC Grade M35 Providing and laying reinforced cement concrete for super structure of all solid slab/ T-Beam slab / approach slab/ R.C.C Box Girder super structure / wearing coat / railing / kerb etc. for CD's and bridges excluding cost of reinforcement, including treatment of ts between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1500, 1700, 2300, 2700 (including cost of all types of formworks).
Cum Cum Cum Cum
5363.00 6074.00 5859.00 6242.00
i) ii) iii) iv) 6.06
RCC grade M20 RCC grade M25 RCC grade M30 RCC grade M35 Supplying, fitting and placing steel reinforcement bar in foundation substructure, super structure, piles, concrete pavement, approach slab, wearing coat, kerb, railing, CC drain etc. complete as per drawing and relevant clauses of Section 1600.
Cum Cum Cum Cum
5959.00 6515.00 6589.00 6619.00
a) HYSD Bar b) Mild Steel (Dowel & Tie Bars of CC Pavement of Road) 6.07 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and Technical specifications and as per clause 2706 of specifications.
MT MT RM
6.08 Providing Back filling behind abutment, wing wall, return wall and Hume pipe trench with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
Cum
Rev-04
76480.00 61068.70 122.00
739.00
PAGE 7 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.09 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Unit Cum
Quantity
Rate (Rs.) 1127.00
6.10 Providing and fixing in position bearings true to line and level including all accessories complete as per drawings and technical specification Section 2000. (a) Elastomeric bearings as per IRC:83 (b) Tar paper bearings as per IS:1398 6.11 Providing and Laying Reinforced cement concrete pipe NP4(as per IS:458) for culverts on first class bedding of granular material / concrete bedding including fixing collar/flush t with cement mortar 1:2, cost of first class bedding but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of Section-2900.
Cu.cm. sqm
0.86 48.00
meter meter meter meter meter
3543.25 3807.65 6316.00 8818.00 828.00
(b) Providing and fixing 2mm thick corrugated copper plate expansion t with 20mm thick compressible fiber board below the copper plate to protect the edges, filling with 20mm thick pre-moulded t filler over copper plate and sealed with t sealing compound consisting of coarse sand and 6% bitumen by weight as per drawings and relevant technical specification complete.
RM
4397.00
6.13 Providing and laying of a strip seal expansion t catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and as per relevant clauses of Section 2600.
RM
11581.00
a) b) c) d) 6.12 (a)
600 mm (internal) 900 mm (internal) 1000 mm (internal) 1200mm (interna) Providing and laying of asphaltic plug t to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of t varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications and as per relevant clauses of Section 2600.
Rev-04
PAGE 8 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.14 Construction of RCC railing of M30 Grade with 12 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of Sections 1500, 1600, 1700 and clause 2703 of specifications (as per MORT & H specification drawing SD/201 or SD/304).
Unit RM
Quantity
Rate (Rs.) 1887.00
6.15 Providing and fixing and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R.
RM
1397.00
6.16 Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
No
911.00
6.17 Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing.
Ton
787.00
6.18 Providing and laying boulders apron/toe wall on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification and as per relevant clauses of Section 2500.Technical specifications and as directed by the Engineerin-charge.
Cum
1193.00
Cum
1193.00
6.20 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of Section 2500.
Cum
1259.00
6.21 Providing and laying Flooring comprising of 150mm thk Flat stone laid over 300mm thk cement concrete M15 complete as per drawing and Technical specifications bedding and as per relevant clauses of Section 1400, 1700 & 2500.
sqm
4438.00
a) Cement concrete Grade M15 6.23 Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall and as per relevant clauses of Section 2500.
Cum Cum
4438.00 1223.00
6.24 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and leads and as per relevant clauses of Section 2800.
sqm
117.00
6.19 Providing and laying Pitching on slopes laid over prepared filter media, Dry boulder toe wall complete as per drawing and Technical specifications and as per relevant clauses of Section 2500. a) Stone/Boulder weighing not less than 40 kg each
6.22 Providing Curtain wall complete as per drawing and Technical specification and as per relevant clauses of Section 1400 , 1700 and 2500.
Rev-04
PAGE 9 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.25 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting and as per relevant clauses of Section 2800.
Unit
Quantity
Rate (Rs.)
a) Epoxy / Cement grouting 6.26 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification and as per relevant clauses of Section 2800.
No
102.00
a) Epoxy b) Cement grouting 6.27 Patching of damaged concrete surface with 25mm thick (Average) polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer and as per relevant clauses of Section 2800.
kg kg sqm
1675.00 64.00 1921.00
6.28 Guniting concrete surface with 25mm thick (Average) cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification and as per relevant clauses of Section 2800.
sqm
1491.00
6.29 Removal of defective concrete, 40mm thick (Average) cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 and as per relevant clauses of Section 2800.
sqm
353.00
6.30 Providing and Applying 10mm thick (Average) epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification and as per relevant clauses of Section 2800.
sqm
1019.00
6.31 Providing Epoxy bonding of new concrete to old concrete as per Section 2800.
sqm
1210.00
6.32 Providing and laying new drainage spout including making the t of drainage spout with slab water tight with non shrink, free flow cement grout and drilling hole in RCC slab and cutting chaases in slab of required size for fixing drainage spout complete as per drawings and technical specificaions section 2700 and 2800.
Nos.
911.00
cum
3912.00
6.33 Providing Stone masonry work in cement mortar 1:3 for foundation, substructure, superstructure complete as per drawing and Technical Specifications and as per relevant clauses of Sections 1400. (a)Random Rubble Masonry
Rev-04
PAGE 10 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.34 Providing pointing with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.
Unit sqm
Quantity
Rate (Rs.) 54.00
6.35 Providing Plastering with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.
sqm
115.00
6.36 Repair of damaged stone masonry work in head wall, abutment, wing wall, return wall, piers, parapet etc. with CM 1:3 (cement:sand) mortar by placing and setting of displaced masonary blocks including supplying missing blocks, pointing and finishing with mortar, to bring the repaired area in line, level cleaning of the area and scaffolding etc. as required complete in all respects as per technical specification 200, 1400, 2800.
cum
1740.25
6.37 Construction of drainage chute on embankment slopes of approaches of bridges/hill slopes in cement concrete M-20 with M-15 foundation concrete as per drawing and technical specification Section 1700.
Nos.
651.70
6.38 Replacement of expansion t: removing existing expansion ts in weared out condition by chipping out the concrete around the ts exposing the anchors (if any), installing new expansion t as per manufactures specification and as per approval of Engineer-in-charge. The rate shall include chipping of the concrete, removal of wearing coats of the area, disposal of the same, putting additional reinforcement (if required as per Engineer in Charges specification), supplying and providing of all the materials, concreting back the chipped of portion of the concrete deck, installation of the expansion t, complete as per the direction of the engineer-in-charge without endangering the safety of the existing structure.
a) Asphaltic plug specification.
t
as
per
clause
2816
of
Technical
metre
3293.00
6.39 Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old plastered/concrete surfaces and as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete.
sqm
6.40 Deleted 6.41 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21/ IRC 112 and dowel bars 25 mm dia, 450 mm long at expansion ts filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design and approved drawing by the Engineer.
sqm Meter
4707.80
6.42 Providing and filling annular space around footing in rock with lean cement concrete M-15 nominal mix in foundation with crushed stone agreegate 40m nominal size and as per relevant clauses of sec. 1500, 1700 & 2100.
cum
4261.00
Rev-04
51.00
PAGE 11 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item TOTAL AMOUNT BILL NO. 6 CROSS DRAINAGE CARRIED TO SUMMARY
Unit
Quantity
Rate (Rs.)
BILL NO.7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCES 7.01 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick ed on mild steel angle iron post75 mm x 75 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per Technical specification section 800.
i ) 90 cm equilateral triangle Cautionary/Warning Sign
each
3946.00
ii) 60 cm equilateral triangle Cautionary/Warning Sign
each
2772.00
iii) 60 cm circular 'Mandatory/Regulatory Signs
each
3540.00
iv) 80 cm x 60 cm rectangular Informatory Signs
each
4732.00
v) 60 cm x 45 cm rectangular Informatory Signs/Cheveron Sign
each
3462.00
vi) 60 cm x 60 cm square Informatory Signs
each
4006.00
vii) 90 cm high octagon Stop Signs
each
5894.00
sqm
8074.00
7.02 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm ed on a mild steel single angle iron post 75 x 75 x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.
Rev-04
PAGE 12 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.03 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium composite sheet 3mm thick ed on two pultruded composite channel sections 50 x 100 x 50 x 5mm / aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm ed on a mild steel channel post 35mm x 75 mm x 35 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.
Unit sqm.
Quantity
Rate (Rs.) 14087.00
7.04 Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs & s, other than the reflective portion shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paints. The sign back side shall be with grey colour and post shall be in black & white alternate bands. The post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC-67-2001 and Technical Specification Section 800.
i) Erection of overhead gantry/cantilever structure as per drawing including steel work in trusses, steel tubes cutting, fixing in position with welding and bolted complete in all respect and type as per structural design requirements and approved plans including cost of excavation, concerte and steel for foundations.
tonnes
72888.20
ii) The sign board made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/simples/legend/arrows shall be made by transparent overlay film of desired colour as per sign details except those in black which shall be of non reflective type. The sign place shall be fixed with 6 mm dia alluminium rebate on MS angle iron frame. The angle iron frame shall be made with angle of size 75 mm x 75 mm x 6 mm with additional bracing at every 600 mm c/c, if any dimension in more than 1200 mm.
sqm
7825.50
each each each
2964.00 1789.00 530.00
7.05 Providing reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications. i) 5th kilometre stone (precast) ii) Ordinary Kilometer stone (Precast) iii) Hectometer stone (Precast)
Rev-04
PAGE 13 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.06 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and as per relevant clauses of Section800.
i Lane/centreline/edge marking
marking/transverse
and
any
Unit
Quantity
Rate (Rs.)
other
sqm
636.00
ii) Directional arrows, lettering, etc., as per drawings of MORT & H type design and interSection for National Highways.
Nos.
777.40
a) Triangular object marker 300 mm side with four red reflector, made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with the angle iron of size 40 mm x 40 mm x 5 mm. The sign shall be fixed with nut bolts and welding on 50 mm (NB) dia medium weight 500 mm high MS pipe. All components of signs and s shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall be white colour. The post below ground shall be painted with 3 coats of red lead paint.
Nos.
1688.10
b) Rectangular hazard marker 600 mm x 300 mm made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with angle of size 40 mm x 40 mm x 5 mm. The sign shall be fixed to 80 mm dia (NB) MS pipe (MW) with nut bolts and welding.
Nos.
2341.40
c) Providing and fixing of 1 m RCC guide post 200 mm dia of NP-2 type HP confirming to IS:458-1988 for guard stone, formation indicators, etc. duly filled with earth except 0.15 m from top, cement concrete of M-15 topping in 0.075 m and 0.075 m in pipe embedded in cement concrete block of M-15 size 450 mm x 450 mm x 500 mm complete in all respects including cost of painting with white and black paint.
each
980.45
7.07 Providing and fixing road delineators complete as per technical specification Section 800.
Rev-04
PAGE 14 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.08 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised s at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings as per relevant clauses of section-800 of specifications.
Unit each
7.09 Providing and fixing in position Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:251967, including finishing ,painting and lettering etc. complete.
each
483.00
7.10 Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973).
each
670.00
7.11 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete and as per clause 408 of specifications.
meter
236.00
meter
4323.00
Nos. Nos.
7304.85 256.05
7.12 Metal Beam Crash Barrier (a) Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel Section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of specifications.
(b) End Terminal/Anchors 7.13 Providing painting of structure number, span arrangement and flow directions etc.complete as per drawings and technical specifications Section 800.
Rev-04
Quantity
Rate (Rs.) 274.00
PAGE 15 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.14 Providing and fixing sign boards made out of 2mm aluminum sheet/ composite size 60x45 cms rectangle plus 30x25 cms additional plate as per the drawing attached (IRC). Pretreated with phospheting process and acid etching; coated with one coat of epoxy premier and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35x35x3 mm & NB65 MS Pipe as required, painted with best quality epoxy coating in black and white bends. The details of numerals for each board shall be as per the instruction of the engineer incharge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 cms for each leg. including excavation curing etc. complete under the supervision of engineer in charge.
7.15 Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick laid compacted bed of course sand, filling the ts with coarse sand, cement mortar/concrete etc. with all lead and lifts complete as per the direction of Engineer.
Unit Nos.
Sqm
Quantity
Rate (Rs.) 2937.35
691.00
TOTAL AMOUNT BILL NO. 7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCESCARRIED TO SUMMARY BILL NO. 8 MISCLLANEOUS 8.01 Providing and laying utility duct of 300 mm dia NP-4 pipe in urban/rural areas as per technical specification Section 2900 and as directed by the engineer.
metre
1355.00
metre Nos.
281.40 25208.10
metre metre
2423.70 1260.05
8.02 Providing, fixing, laying and ting 150 mm dia. medium class PVC Pipe as per relevant IS code including excavation of trenches in grade and level including cost of couplers and testing of pipes at factory as per the stipulation in relevant IS codes etc. complete. a) 150mm inner diameter 8.03 Re-location of hand pumps including boring , providing hand pump of approved make and quality, if required complete with drainage accessibility to the satisfaction of the concerned department and salvage of dismanteled materials. 8.04 Shifting and relocating utility services such as water supply line, sewer line, OFC or telecom or electric underground cables as per Utility relocation plans and with the approval and technical specifications of concerned authority including salvage value of dismantled materials. i) Water supply line of all types and sizes ii) Underground telecom/electric cables 8.05 Deleted
Rev-04
PAGE 16 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 8.06 Planting of Trees and their Maintenance for two years: Providing, planting of trees (Avenue trees), height not less than 1.80 meter, digging a hole 0.60 meter in dia and 1.0 meter deep in the ground by the road side, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for two years. 50% payment for this item will be made after one year and remain after two years for the plants service at that time. The payment made after one year shall be deducted for plants found dead after two years.
Unit Each
Quantity
Rate (Rs.) 542.00
TOTAL AMOUNT BILL NO.8 MISCLLANEOUS CARRIED TO SUMMARY BILL NO 9 ELECTRICAL WORKS 9.01 Supply and erection of of IS standard for over head lines in truely vertical position including welding, drilling of required hole etc. including excavation of pole pit, providing and compacting M-10 Grade concrete in base padding and in refilling of pole pit , priming with red oxide and painting with two coat of aluminum paint complete as per MPSEB specifications.
(A) H, beam 152x152mm,37.1 Kg/mtr (1) 11 mtr long (2) 13 mtr long (3) 15 mtr long (B) RS JOIST 175X85 MM SIZE (1) 9.3 mtr long 9.02 Supply and erection of stay set on existing pole made of GI stay wire, 19 mm dia. 1.8 mtr. Long stay rod, anchor plate of size 300x300x6.4 mm, thimbale, stay clamp turn buckle, 7/4.00mm dia GI stay wire etc complete including excavation and refiling the same with concrete of M-10 Grade as per MPSEB specification.
Each Each Each
29934.00 34867.00 40016.00
Each
13184.00
Each Each
1395.00 2311.00
11 Kv strain insulator with hardware 33 Kv pin insulator with hardware 11Kv pin insulator with GI Pin 33 Kv Strain insulator with hard ware (Set of 3)
Each Each Each Each
292.00 522.00 194.00 425.00
(e) LT shackle Insulator with hardware, 75X90 mm
Each
63.00
Each Each Each Each
195.00 522.00 182.00 328.00
(A) 16 mm stay set complete (B) 20mm stay set complete. 9.3 Supply and erection of insulator on existing pole with its hard ware for LT/11kv/33KV lines etc. complete as per MPSEB specifications. (a) (b) (c ) (d)
(f) 11 KV Polymer Pin Insulator (g) 33 KV Polymer Pin Insulator (h) 11 KV Disc Insulator Polymer (i) 33 KV Disc Insulator Polymer 9.4 Supply and erection fixing of MS angle/channel/flat iron fitting for existing over head line poles such as cross arms , clamps, brackets ,nuts bolts etc. including required holes ,welding and necessary material including priming with red oxide and painting with two coat of aluminum paint etc complete as per MPSEB specification.
Rev-04
PAGE 17 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (A) 33 Kv V cross arm 75x75x6mm, 24.6 kg (B) 33 Kv top clamp 75x75x6mm, 3.57 Kg (C) 11Kv V cross arm, 65X65X6mm angle type 12.34 Kg (D) 11Kv V Top clam 65X65X6mm angle type 3 Kg (E) LT 5 pin cross arm 65X65X6mm angle type 22 kg (F) LT 4 pin cross arm 50X50X5mm, 8.28 kg (G) DC cross arm 5 fit centre 100X50 mm, 65 kg (I) DC cross arm 8 fit centre 100X50 mm, 56.31kg (J) DO and LA Mounting channel 19.37 kg (K) Transformer mounting cross arm 100X50 mm, 52.62 kg
Unit Each Each Each Each Each Each Each Each Each Each
Quantity
Rate (Rs.) 1874.00 524.00 974.00 279.00 2092.00 1762.00 4960.00 2813.00 1476.00 4010.00
(L) Transformer belting set 31.0 kg (M) Transformer claping set 31kg (N) MS Channel 100 X50 mm size (O) MS nuts and bolts (P) 33 KV guarding channal, 45.24 kg (Q) 11 KV guarding channal, 37.57 kg (R) Bracing set for 4" center DP structure (S) Bracing set for 8" center DP structure (T) H Beam Back Clamp (U) Stay Clamp for R.S. Joist/ Stay Clamp A-type/ B-Type (V) 11 KV bird Guard Stool (W) 33 KV Bird Guard Stool (X) Single Pole Cut Point Fitting 9.5 Supply and drawing of stranded ACSR/AAAC, conductor confirming to IS –398-1961 of approved make including stringing, laying, making of complete winding at existing insulator, ting, jump-ring, tearing, connecting, testing etc. complete on existing pole, as per MPSEB specifications.
Each Each KG KG Set Set Set Set Pair Pair Pair Pair Set
2736.00 2736.00 63.00 97.00 3447.00 2863.00 3707.00 5512.00 194.00 231.00 214.00 237.00 2312.00
(A) 100 sq. mm ACSR/AAAC Dog conductor (B) 80 Sqmm. ACSR Conductor raccoon (C) 55 Sqmm. ACSR Conductor Rabbit (D) 34 Sqmm. Weasel Conductor 9.6 Supply and drawing of GI guard wire 13 sqmm (4mm dia) including stringing winding at existing insulator or brackets, ting, with horizontal licingis, connecting etc. as required and clearing all obstacles, if any, as per MPSEB specifications.
Km Km Km km
(A) For 33 kv Line (B) For 11kv Line 9.7 Providing and fixing of anticlimbing device of GI barbed wire 2 ply 12 SWG up to the height of 3.5 mtr. around the pole as per MPSEB specification.
Meter Meter Each
77.00 77.00 279.00
9.8 Supply and laying spiral-earthing coil made of 13 sq mm. (4mm)dia GI wire , having spiral dia. 50 mm. with 115 turns, continuous lead up to 2.5 mtr. fixing on existing pole with MS nuts and Bolts as per MPSEB specification.
Each
158.00
9.9 Supply and fixing of danger caution board enameled marked for 11 Kv and 33 kv on existing pole as per MPSEB specification.
Each
73.00
Set Each
1652.00
64419.00 50872.00 34142.00 22162.00
9.10 Supply and erection of drop out fuse unit (1 set of 3 nos) as per MPSEB specification. (a) 11 KV DO FUSE 9.11 Supply, installation and testing of (1 set of 3 nos) lightening arrester complete with its hard ware as per MPSEB spcification.
Rev-04
PAGE 18 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (a) for 11 kv line type 9.12 Supply and erection of aluminum bobbin of LT line on existing structure etc. complete as per MPSEB specifications.
Unit Each Each
Quantity
Rate (Rs.) 425.00 36.00
9.13 Supply and erection of Air break switch as per IS 9920 part I to V for a normal current rating 400 AMP, spring loaded fixed and knife type moving with complete fitting as per MPSEB specifications. (b) 11 KV AB switch 9.14 Providing,fixing and testing of earthing arrangement with 38.1 mm dia. 2.5 mtr. long B class GI pipe electrode including excavation, packing of char coal and salt as per MPSEB specification including GI watering pipe 19 mm dia connection and refilling the pit etc. complete as per MPSEB specification.
Each Each
6585.00 5468.00
9.15 Supply and erection of LT distribution box suitable for 200 kva pole mounted distribution transformer complete with mounting channel, bus bar and MCCB etc. complete as per MPSEB specification.
Each
29245.00
Each
16475.00
Each Each Each
16345.00 35657.00 6196.00
9.16 Supply and erection of distribution box suitable for pole mounted distribution transformer complete with mounting channel bus bar and MCCB etc. complete as per MPSEB specification. (A) 100 KVA (B) 63 KVA (C) 315 KVA (D) 25 KVA 9.17 Supply erection and testing of PVC insulated heavy duty power cable confirming to (IS1554-1964 ) of aluminum stranded solid conductor of 1100 volt grade armoured/ unarmoured.
(a) 4 core 6 SQ mm unarmoured cable Meter (b) 3.5 core 70 sqmm Meter (c) 3.5 core 150 sqmm Meter (d) 3.5 core 300 sqmm Meter 9.18 Dismantling and removing of pole by excavation and gas Each Job cutting ,pin/disc insulator ,guarding. angle ,Vcross,top clamp, ACSR Conductor, any other fitting and placing to MPSEB store as directed by Engineer and clearing the site including labour ,transportation etc. complete.
61.00 295.00 548.00 1034.00 1215.00
9.19 Shifting, installation and testing of distribution transformer of 11/o.4 kv on existing DP structure including connection and disconnection from HT line and LT as required as per MPSEB specification.
(1) 63 KVA Transformer Each Job (2) 100 KVA Transformer Each Job 9.20 Providing and fixing of LT AB Cable Fitting for laying cable on the pole as per MPSEB specification. (A)AB Cable Hanging Clamp & Tension Clamp (B) Suspension Clamp with Attachment (C ) Clamp for Neutral (D) LT Dead End Clamp for L.T.A.B CABLE (E) TENSION CLAMPS (Dead End) (F) Piercing Connector Type-I (G) Piercing Connector Type-II
No. No. No. No. No. No. No. Rev-04
3986.00 3986.00
643.95 437.40 30.40 97.20 546.75 91.15 109.35 PAGE 19 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (H) J-Hook for Laying LT AB Cable (I) J-Hook clamp for Laying LT AB Cable (J) LT Service connection Ring half round (K) Spring loaded three Phase bus-bar in insulated box 1 in 5 out
Unit No. No. No. No.
Quantity
Rate (Rs.) 91.15 97.20 133.65 2965.80
(L) Spring loaded single Phase bus-bar in insulated box 1 in 6 out
No.
1093.00
(M) Spring loaded single Phase bus-bar in insulated box 1 in 9 out
No.
1215.00
(N) Spring loaded three Phase bus-bar in insulated box 1 in 3 out
No.
1517.00
(O) Al. Lugs for 150 Sq. Mm. Cable (P)LT XLPE A.B. cable 3x150+1x95+1x35 sqmm. 1100 v
No. km.
38.88 450425.00
(Q)LT XLPE A.B. cable 3x95+1x16+1x50 sqmm. 1100 v
km.
212588.55
(R)LT XLPE A.B. cable 3x70+1x16+1x35 sqmm. 1100 v
km.
168581.25
(A)33 kv xlpe armoured cable 3x300 sq.mm (B) 33 kv Arial Bunch cable 200 sq.mm (C ) Bimetallic clamp for 33 kv ME Terminal (D) Indoor heat shrinkable cable ting kit with lugs for 33kv xlpe 3 core 300sq.mm
km. km. No. Set
1846800.00 1357641.00 534.60 31152.60
(E) 33kv Polymer lightening arrestor gapeless type
No.
3827.25
(F) Double Gate set of m.s.angle with mesh & locking (G) Double suspension strain set Panther conductor (H) 11kv Polymer lightening arrestor gapeless type
No. No. No.
1822.50 3063.00 425.25
(I) M.S.Flate 50x6mm (J) 11KV XLPE Armoured cable 3x300 sq.mm (K) 11KV Arial Bunch cable 3x185+1x150 sq.mm.
MT. km. km.
62086.50 1335187.80 894227.85
(L) 11KV Arial Bunch cable 200x3 sq.mm. (M) Bimetallic clamp (N) 11KV cable ting kit with lugs for xlpe 3* 300sq.mm
mtr. No. Set
894.24 534.60 5017.95
9.21 Supply and laying under ground 11/33KV cable for road crossing with all fitting fixing on existing pole with nuts and bolts as per MPSEB specification .
(O) G.I.Pipe 150mm B Grade (P) G.I.Pipe 150mm A Grade along DP. (Q) G.I.Pipe 15mm 3mtr. Length for earthing (R ) Hume pipe 150 mm inner dia 30 mm thick (S) Cable Marker (T) Boring P/bored 600mm. Dia piles 9.22 Supply and erection of Isolator switch with handle and mechanical locking arrangment 3 phase of multi capacity (1 set of 3 nos ) 3 insulator type 600 Amp.complete as per MPSEB specifications.
meter meter No. meter
1397.25 1172.50 15185.07 498.15
No. meter Each
872.00 1139.65 18942.00
9.23 Supply erecting and testing of PVC/ XLPE insulated heavy duty power cable conforming to (IS 1554-1964) of alluminum standerd solid conductor of 1100 V grade armoured/ unarmoured. (a) PVC 2 core armoured 4 sq.mm. Al. 1100 volts
Mtr
48.60
(b) PVC 4 core armoured 10 sq.mm. Al. 1100 volts
Mtr
75.00
(c) PVC 3.5 core armoured 35 sq.mm. Al. 1100 volts
km
174231.00
(d) PVC 4 core armoured 6 sq.mm. Al. 1100 volts
Mtr
60.75
(e) PVC 3.5 core armoured 16 sq.mm. Al. 1100 volts (f) Xlpe 1 Core Cable 50sq.mm (g) Erthing set 40mm /ss
km km No.
94721.40 42306.30 5467.50
Rev-04
PAGE 20 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (h) Carpat guarding (i) 11KV Isolator complete 600 Amp. (j) PVC 3.5 core armoured 70Sq.mm Al. conductor 1100V (k) PVC 3.5 core armoured 150Sq.mm Al. conductor 1100V
Unit span No. Km. Km.
Quantity
Rate (Rs.) 6318.00 18941.85 294759.00 547661.25
Total Bill No 09 TOTAL GROSS AMOUNT (BILL 1 TO 9)
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
-
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Amount
-
-
-
-
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Amount -
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-
-
-
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Amount -
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-
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Amount -
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Amount -
-
-
-
-
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Amount
-
-
-
-
-
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-
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Amount -
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Amount -
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Amount -
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Amount -
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Amount -
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-
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MADHYA PRADESH ROAD DEVELOPMENT CORPORATION LIMITED Widening & Reconstruction of ………………………….. Road Intermediate Lane
SUMMARY, Bill No. A 1 2 3 4 5 6 7 (A)
(B) 8 9 10
C D
E F G H
Description
ORIGINAL CONTRACT
Amount in Figure (INR) Civil Works Geneal Provision SiteClearance Earthwork Subbase, Base Courses Bituminious & Cement Concrete Pavement CrossDrainage structures (Bridges & Culverts) Traffic Signs, Marking and Road Appurtenances Total Cost of Civil Works Modifications, if any Subtotal for Civil Works (A) Cost per km for Civil Works Noncivil Works Miscellaneous Items Electric Item Forest and Environment Clearance Subtotal for Noncivil Works (B) Cost per km Total Cost (A+B) Centages Provision for variation (Physical Contingencies)@ 5% Provision for Escalation (Price Contingencies)@11.25% Total Cost of (D) Total Cost (C+D) Maintenace @0.75% per Year of E for 5 Years Total Cost (E+F) Supervision Charges @ 5% of E Grand Total (G+I+J) Cost per km
Rev-04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ESH ROAD DEVELOPMENT CORPORATION LIMITED SUMMARY,
Length= 65.26 Kms
ORIGINAL CONTRACT Amount in Words (INR)
Rev-04
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Rebate
Item
Unit
Quantity
Rate (Rs.)
BILL NO.1 GENERAL PROVISIONS
1.01 (i) Providing rental accomodation of 100 Sqm carpet area for base office for the employer and his staff complete as per Technical Specification Clause 122, along with all furniture etc. detailed therein.
Month
19742.40
(ii) Maintenance of Base office & its furniture & equipments
Month
15193.90
1.02 Providing and maintaining vehicles for the Employer including providing driver, POL etc. complete as per Technical Specification Clause 123. a) Hard top Vehicle with AC, Power Steering, etc.
Veh. Days
1376.20
1.03 Supply of colour record photographs two prints of size 6" * 4" mounted in album complete with DVD as per Technical Specifications Clause 124.
No.
48.20
1.04 Supply of additional prints (24"*48") of coloured photographs as per Technical Specifications Clause 124.
No.
213.00
1.05 Supply of DVD containg details as per Technical Specification Clause 124.
No.
2087.85
TOTAL AMOUNT BILL NO.1 CARRIED TO SUMMARY
Rev-04
PAGE 1 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item
Unit
Quantity
Rate (Rs.)
BILL NO.2 SITE CLEARANCE
2.01 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads and lifts and earth filling in the depression/pit as per Technical Specification relevant clauses of Section-200. (a)
Girth from 300 mm to 600 mm Girth beyond 600 mm to 900 mm Girth beyond 900 mm to 1800 mm Girth beyond 1800 mm Removal of stumps and roots of trees cut by other agencies and earth filling in the depression/pit as per Technical Specification Clause 200.
each each each Each
180.00 336.00 632.00 1179.00
Girth from 300 mm to 600 mm Girth beyond 600 mm to 900 mm Girth beyond 900 mm to 1800 mm Girth beyond 1800 mm Scarification of existing bituminous surface and disposal of scarified material with all lead and lift complete as per clause of 501.8.3.2.
each each Each Each Sqm
171.50 329.30 585.50 720.85 4.00
(a) Cement Concrete Pavement (b) Sub base/base course (Granular/macadam base including GSB and drainage layers)
cum cum
1027.00 371.00
(c) (d) (e) (f) (g) (h) (i)
cum cum each
230.00 175.00 158.00
cum cum
323.00 825.00
Liner Meter
120.00
ii) Diameter beyond 600 mm to 900 mm
Liner Meter
162.00
iii) Diameter over 900 mm
Liner Meter
278.00
cum metre
230.00 224.92
(b) (c) (d) 2.02
(a) (b) (c) (d) 2.03
2.04 Dismantling structures and pavement including disposal of resulting material as per relevant clause of Technical Specifications Section 200 including salvage value of dismantelled material.
(j) (k) (l) (m) (n)
Stone masonry in lime / cement mortar Dry rubble stone masonry Guard stone/ kilometer stone/sign post/hect.stones Deleted Plain Cement/Lime concrete structures Prestressed/ RCC structures including reinforcement Hume pipe of any class i) Diameter up to 600 mm
Deleted Brick Masonary Structures RCC Railing Deleted Dry Rubble Masonary/ Stone soiling/stone soiling
pitching/boulder
apron/brick
2.05 Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit including disposal of dismantled material with all lifts and leads, stacking serviceable material and unserviceable materials separately including salvage value of dismantled material.
Rev-04
Cum metre
36.00
PAGE 2 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 2.06 Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, back filling of foundation pit, stacking the serviceable and unserviceable materials separately including solvage value of dismantling material disposal with all lifts and leads.
Unit each
Quantity
Rate (Rs.) 127.00
TOTAL AMOUNT BILL NO.2 SITE CLEARANCE CARRIED TO SUMMARY BILL NO.3 EARTH WORK 3.01 Excavations of existing road, embankment, shoulders, ground and for Cement Concrete drains to designated widths and depths for the purpose of drain, pavement construction, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross Sections, rolling of bed/ground including loosening and recompaction, if required and disposal of suitable/surplus and unsuitable materials through all leads and lifts as per relevant clauses of Section300.
(a) In all types of soil (b) Rock (i) Ordinary rock ii) In hard rock (requiring blasting) including salvage value iii) In hard rock (blasting prohibited) including salvage value 3.02 Construction of embankment/sub-grade/shoulders with approved materials obtained from roadway cutting , excavation from drain, foundation of structures and transportation through all lifts and leads including spreading, grading to required level and camber and compacting using viabratory roller to meet requirement of table No. 300-1 & 300-2 and as per relevant clauses of Section-300 & 400.
cum
50.00
cum cum
63.00 179.00
cum
344.00
cum
73.00
cum cum
154.00 223.00
3.03 Construction of embankment / sub grade / earthen shoulders with approved material obtained from borrow pits with all lifts & leads including excavation, transporting to site, spreading, grading to required level & Camber and compacting using viabratory roller to meet requirement of table No. 300-1, 300-2 and as per relevant clauses of Section 300 & 400.
(a) Earth with CBR more than 5% (b) Earth with CBR more than 12% for shoulders above drainage layer 3.04 Construction of unlined surface drain of average cross sectional area 0.4 Sqm. In all type of Soil to specified lines, grades, Levels & dimentions to the requirement of clause 301 & 309 including disposal of unsuitable material with all lead & lift and using suitable material as per the direction of the Engineer.
Metre
3.05 Construction of Median above road level with approved material obtained from borrow pits including excavation & Transportation through all lead & lift and Spreading, Grading, Compacting as per relavent clauses of section - 400.
cum
Rev-04
46.00
177.00
PAGE 3 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item TOTAL AMOUNT BILL NO.3 EARTHWORK CARRIED TO SUMMARY
Unit
Quantity
Rate (Rs.)
BILL NO. 4 SUB-BASE, BASE-COURSE 4.01 Construction of granular sub-base by providing close/coarse graded crushed material, spreading in uniform layers on prepared surface and compacting at OMC with vibratory roller to achieve the desired density, complete in all respect as per drawing & relevant clauses of Section-400.
(i) For (GSB 2nd/ Top layer) grading-III Material as per Table 400-1.
cum
599.00
(ii) For Drainage layer GSB grading- V Material (GSB 1st Layer) as per Table 400-1.
cum
530.00
4.02 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant, carriage of mixed Material by tipper to site, laying in uniform layers on well prepared surface with sensor paver and compacting with vibratory roller to achieve the desired density and as per relevant clauses of Section-400.
cum
1330.00
Sqm.
35.00
( i) @ 0.25 kg per sqm (normal bituminous surfaces)
Sqm.
12.00
(ii) @ 0.30 kg per sqm (dry & hungry bituminous surfaces/granular surfaces treated with primer)
Sqm.
15.00
5.03 Providing and laying leveling course/profile corrective course with bituminous macadam with hot mix plant using crushed aggregates of grading-2 premixed with bituminous binder @ 3.4% as per clause 504.3.1, transported to site, laid over a previously prepared surface with sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500.
cum
5291.00
TOTAL AMOUNT BILL NO. 4 SUB BASE CARRIED TO SUMMARY BILL NO. 5 PAVEMENT 5.01 Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base with low porosity (WMM or WBM) including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm with pressure distributor and as per relevant clause of Section-500.
5.02 Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor on the prepared bituminous / granular surface cleaned with mechanical broom and as per relevant clauses of Section-500.
5.04 Providing and laying dense bituminous macadam with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).
Rev-04
PAGE 4 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item (i) for Grading II( 50-75mm thickness )
Unit Cum
Quantity
Rate (Rs.) 7398.00
5.05 Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, transporting the hot mix to work site, laying with a sensor paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction in all respects and as per relevant clauses of Section-500. (Only cement will be used as filler).
(i) for Grading II ( 30-45 mm thickness ) with 60/70 bitumen
Cum
8493.00
(ii) for Grading I (50-65 mm thickness) with 60/70 bitumen (VG-30) for wearding coat over C.D. Structures
Cum
8499.00
5.06 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing and as per relevant clauses of Section-600 (including cost of all types of formworks).
Cum
2383.00
5.07 Construction of dowel ted, plain cement concrete pavement in M-40 grade concrete over a prepared sub base with 43 or higher grade cement, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver with electronic sensor, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal ts, t filler, separation membrane, sealant primer, t sealant, debonding strip, placing of dowel bar and tie rod, ixtures as approved, curing compound, finishing to lines and grades as per approved drawings as per IRC-15 2002 and as per relevant clauses of section-602 of specifications complete but excluding cost of steel in dowel bar and tie rod etc. Steel in dowel bars and tie rod as per design of concrete pavement wil be paid as per item 6.06 (a) & (b).
Cum
5847.00
Rev-04
PAGE 5 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 5.08 Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. including removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2.(For maintenance of road only).
Unit Sqm
Quantity
Rate (Rs.) 129.00
5.09 Repair of pot holes/ patch repair with Grading - IV granular material meeting requirement in the Table 400-1 & 400-2 of the specification including its maintenance as directed by the Engineer. (For maintenance of road only).
Cum
605.00
all types of soils ordinary rock hard rock (requiring blasting) including salvage value hard rock (blasting prohibited) including salvage value
Cum Cum Cum Cum
57.00 100.00 380.00 503.00
6.02 Providing and laying in position plain cement concrete of grade M-15 in levelling course below open foundation, pile caps, approach slabs, retaining walls, return walls/wing wall, cut off walls, CC drain and inspection ladders etc. complete as per drawing and relevant clauses of Section 1100, 1500, 1700, 2100 & 2700 (including cost of all types of formworks).
Cum
4261.00
Cum Cum Cum
4695.00 5220.00 5767.00
TOTAL AMOUNT BILL NO.5 PAVEMENT CARRIED TO SUMMARY BILL NO. 6 CROSS DRAINAGE 6.01 Earth work in excavation of foundation of structures as per drawing and technical specification, for all depths in all types of soil/rock including setting out, construction of shoring and bracing, dressing of sides and bottom, back filling with approved material, disposal of surplus material etc. within all leads and lifts complete and as per relevant clauses of Section 300 and 2100 of MORT&H Specifications.
i) ii) iii) iv)
In In In In
6.03 Providing and laying plain cement concrete for foundation and substructure of abutment, piers, retaining wall, return wall, wing wall, head wall of HP CD's, pillar, guard wall and CC drain etc.excluding cost of skin reinforcement, but including treatment of ts between existing & new structures with all leads and lifts as per drawings and relevant clauses of Sections 1500, 1700, 2100, 2200, and 2900 (including cost of all types of formworks).
i) PCC Grade M15 ii) PCC Grade M20 iii) PCC Grade M25
Rev-04
PAGE 6 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.04 Providing and laying reinforced cement concrete for foundation and sub-structure of pile cap, abutment, return wall, wing wall, head wall, pier, pier cap, pedestals, cantilever/counterfort/Box abutment/Return, cap, dirt wall, splayed wing wall, retaining wall, median wall, inspection ladders, box cell structures for under es, CC drain, CD's and bridges excluding cost of reinforcement, including treatment of ts between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1100, 1500, 1700, 2100, 2200. (including cost of all types of formworks).
Unit
Quantity
Rate (Rs.)
i) ii) iii) iv) 6.05
RCC Grade M20 RCC Grade M25 RCC Grade M30 RCC Grade M35 Providing and laying reinforced cement concrete for super structure of all solid slab/ T-Beam slab / approach slab/ R.C.C Box Girder super structure / wearing coat / railing / kerb etc. for CD's and bridges excluding cost of reinforcement, including treatment of ts between existing and new structures with all leads and lifts as per drawings and relevant clauses of Section 1500, 1700, 2300, 2700 (including cost of all types of formworks).
Cum Cum Cum Cum
5363.00 6074.00 5859.00 6242.00
i) ii) iii) iv) 6.06
RCC grade M20 RCC grade M25 RCC grade M30 RCC grade M35 Supplying, fitting and placing steel reinforcement bar in foundation substructure, super structure, piles, concrete pavement, approach slab, wearing coat, kerb, railing, CC drain etc. complete as per drawing and relevant clauses of Section 1600.
Cum Cum Cum Cum
5959.00 6515.00 6589.00 6619.00
a) HYSD Bar b) Mild Steel (Dowel & Tie Bars of CC Pavement of Road) 6.07 Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face complete as per drawing and Technical specifications and as per clause 2706 of specifications.
MT MT RM
6.08 Providing Back filling behind abutment, wing wall, return wall and Hume pipe trench with Granular Material complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.
Cum
Rev-04
76480.00 61068.70 122.00
739.00
PAGE 7 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.09 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification.
Unit Cum
Quantity
Rate (Rs.) 1127.00
6.10 Providing and fixing in position bearings true to line and level including all accessories complete as per drawings and technical specification Section 2000. (a) Elastomeric bearings as per IRC:83 (b) Tar paper bearings as per IS:1398 6.11 Providing and Laying Reinforced cement concrete pipe NP4(as per IS:458) for culverts on first class bedding of granular material / concrete bedding including fixing collar/flush t with cement mortar 1:2, cost of first class bedding but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of Section-2900.
Cu.cm. sqm
0.86 48.00
meter meter meter meter meter
3543.25 3807.65 6316.00 8818.00 828.00
(b) Providing and fixing 2mm thick corrugated copper plate expansion t with 20mm thick compressible fiber board below the copper plate to protect the edges, filling with 20mm thick pre-moulded t filler over copper plate and sealed with t sealing compound consisting of coarse sand and 6% bitumen by weight as per drawings and relevant technical specification complete.
RM
4397.00
6.13 Providing and laying of a strip seal expansion t catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and as per relevant clauses of Section 2600.
RM
11581.00
a) b) c) d) 6.12 (a)
600 mm (internal) 900 mm (internal) 1000 mm (internal) 1200mm (interna) Providing and laying of asphaltic plug t to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of t varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications and as per relevant clauses of Section 2600.
Rev-04
PAGE 8 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.14 Construction of RCC railing of M30 Grade with 12 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications and as per relevant clauses of Sections 1500, 1600, 1700 and clause 2703 of specifications (as per MORT & H specification drawing SD/201 or SD/304).
Unit RM
Quantity
Rate (Rs.) 1887.00
6.15 Providing and fixing and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R.
RM
1397.00
6.16 Providing Drainage Spouts complete as per drawing and Technical specification and as per clause 2705 of specifications.
No
911.00
6.17 Testing of span of bridge for deflection due to live load with platforms for loading arrangements apparatus for meaurement including unloading etc. complete as per approved drawing.
Ton
787.00
6.18 Providing and laying boulders apron/toe wall on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification and as per relevant clauses of Section 2500.Technical specifications and as directed by the Engineerin-charge.
Cum
1193.00
Cum
1193.00
6.20 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification and as per relevant clauses of Section 2500.
Cum
1259.00
6.21 Providing and laying Flooring comprising of 150mm thk Flat stone laid over 300mm thk cement concrete M15 complete as per drawing and Technical specifications bedding and as per relevant clauses of Section 1400, 1700 & 2500.
sqm
4438.00
a) Cement concrete Grade M15 6.23 Construction of flexible apron comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall and as per relevant clauses of Section 2500.
Cum Cum
4438.00 1223.00
6.24 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and leads and as per relevant clauses of Section 2800.
sqm
117.00
6.19 Providing and laying Pitching on slopes laid over prepared filter media, Dry boulder toe wall complete as per drawing and Technical specifications and as per relevant clauses of Section 2500. a) Stone/Boulder weighing not less than 40 kg each
6.22 Providing Curtain wall complete as per drawing and Technical specification and as per relevant clauses of Section 1400 , 1700 and 2500.
Rev-04
PAGE 9 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.25 Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting and as per relevant clauses of Section 2800.
Unit
Quantity
Rate (Rs.)
a) Epoxy / Cement grouting 6.26 Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification and as per relevant clauses of Section 2800.
No
102.00
a) Epoxy b) Cement grouting 6.27 Patching of damaged concrete surface with 25mm thick (Average) polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer and as per relevant clauses of Section 2800.
kg kg sqm
1675.00 64.00 1921.00
6.28 Guniting concrete surface with 25mm thick (Average) cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification and as per relevant clauses of Section 2800.
sqm
1491.00
6.29 Removal of defective concrete, 40mm thick (Average) cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6 and as per relevant clauses of Section 2800.
sqm
353.00
6.30 Providing and Applying 10mm thick (Average) epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical specification and as per relevant clauses of Section 2800.
sqm
1019.00
6.31 Providing Epoxy bonding of new concrete to old concrete as per Section 2800.
sqm
1210.00
6.32 Providing and laying new drainage spout including making the t of drainage spout with slab water tight with non shrink, free flow cement grout and drilling hole in RCC slab and cutting chaases in slab of required size for fixing drainage spout complete as per drawings and technical specificaions section 2700 and 2800.
Nos.
911.00
cum
3912.00
6.33 Providing Stone masonry work in cement mortar 1:3 for foundation, substructure, superstructure complete as per drawing and Technical Specifications and as per relevant clauses of Sections 1400. (a)Random Rubble Masonry
Rev-04
PAGE 10 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 6.34 Providing pointing with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.
Unit sqm
Quantity
Rate (Rs.) 54.00
6.35 Providing Plastering with cement mortar (1:3 ) on stone/brick work in substructure and superstructure as per Technical specifications and as per relevant clauses of Sections 1300 and 1400.
sqm
115.00
6.36 Repair of damaged stone masonry work in head wall, abutment, wing wall, return wall, piers, parapet etc. with CM 1:3 (cement:sand) mortar by placing and setting of displaced masonary blocks including supplying missing blocks, pointing and finishing with mortar, to bring the repaired area in line, level cleaning of the area and scaffolding etc. as required complete in all respects as per technical specification 200, 1400, 2800.
cum
1740.25
6.37 Construction of drainage chute on embankment slopes of approaches of bridges/hill slopes in cement concrete M-20 with M-15 foundation concrete as per drawing and technical specification Section 1700.
Nos.
651.70
6.38 Replacement of expansion t: removing existing expansion ts in weared out condition by chipping out the concrete around the ts exposing the anchors (if any), installing new expansion t as per manufactures specification and as per approval of Engineer-in-charge. The rate shall include chipping of the concrete, removal of wearing coats of the area, disposal of the same, putting additional reinforcement (if required as per Engineer in Charges specification), supplying and providing of all the materials, concreting back the chipped of portion of the concrete deck, installation of the expansion t, complete as per the direction of the engineer-in-charge without endangering the safety of the existing structure.
a) Asphaltic plug specification.
t
as
per
clause
2816
of
Technical
metre
3293.00
6.39 Painting two coats after filling the surface with synthetic enamel paint in all shades on new/old plastered/concrete surfaces and as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete.
sqm
6.40 Deleted 6.41 Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21/ IRC 112 and dowel bars 25 mm dia, 450 mm long at expansion ts filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design and approved drawing by the Engineer.
sqm Meter
4707.80
6.42 Providing and filling annular space around footing in rock with lean cement concrete M-15 nominal mix in foundation with crushed stone agreegate 40m nominal size and as per relevant clauses of sec. 1500, 1700 & 2100.
cum
4261.00
Rev-04
51.00
PAGE 11 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item TOTAL AMOUNT BILL NO. 6 CROSS DRAINAGE CARRIED TO SUMMARY
Unit
Quantity
Rate (Rs.)
BILL NO.7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCES 7.01 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick ed on mild steel angle iron post75 mm x 75 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per Technical specification section 800.
i ) 90 cm equilateral triangle Cautionary/Warning Sign
each
3946.00
ii) 60 cm equilateral triangle Cautionary/Warning Sign
each
2772.00
iii) 60 cm circular 'Mandatory/Regulatory Signs
each
3540.00
iv) 80 cm x 60 cm rectangular Informatory Signs
each
4732.00
v) 60 cm x 45 cm rectangular Informatory Signs/Cheveron Sign
each
3462.00
vi) 60 cm x 60 cm square Informatory Signs
each
4006.00
vii) 90 cm high octagon Stop Signs
each
5894.00
sqm
8074.00
7.02 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm ed on a mild steel single angle iron post 75 x 75 x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.
Rev-04
PAGE 12 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.03 Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium composite sheet 3mm thick ed on two pultruded composite channel sections 50 x 100 x 50 x 5mm / aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm ed on a mild steel channel post 35mm x 75 mm x 35 mm x 6 mm (height from crown level of the road and bottom of the sign board shall not be less than 1.5 m.) , 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 90 cm below ground level as per approved drawing including painting of vertical post as per specification.
Unit sqm.
Quantity
Rate (Rs.) 14087.00
7.04 Supply and fixing tubular gantry mounted Overhead/cantilever signs. All components of signs & s, other than the reflective portion shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paints. The sign back side shall be with grey colour and post shall be in black & white alternate bands. The post below ground shall be painted with three coats of red lead paint. The sign shall be made as per IRC-67-2001 and Technical Specification Section 800.
i) Erection of overhead gantry/cantilever structure as per drawing including steel work in trusses, steel tubes cutting, fixing in position with welding and bolted complete in all respect and type as per structural design requirements and approved plans including cost of excavation, concerte and steel for foundations.
tonnes
72888.20
ii) The sign board made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/simples/legend/arrows shall be made by transparent overlay film of desired colour as per sign details except those in black which shall be of non reflective type. The sign place shall be fixed with 6 mm dia alluminium rebate on MS angle iron frame. The angle iron frame shall be made with angle of size 75 mm x 75 mm x 6 mm with additional bracing at every 600 mm c/c, if any dimension in more than 1200 mm.
sqm
7825.50
each each each
2964.00 1789.00 530.00
7.05 Providing reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per relevant clauses of Section-800 of specifications. i) 5th kilometre stone (precast) ii) Ordinary Kilometer stone (Precast) iii) Hectometer stone (Precast)
Rev-04
PAGE 13 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.06 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and as per relevant clauses of Section800.
i Lane/centreline/edge marking
marking/transverse
and
any
Unit
Quantity
Rate (Rs.)
other
sqm
636.00
ii) Directional arrows, lettering, etc., as per drawings of MORT & H type design and interSection for National Highways.
Nos.
777.40
a) Triangular object marker 300 mm side with four red reflector, made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with the angle iron of size 40 mm x 40 mm x 5 mm. The sign shall be fixed with nut bolts and welding on 50 mm (NB) dia medium weight 500 mm high MS pipe. All components of signs and s shall be thoroughly descaled, cleaned, primed and painted with two coats of epoxy paint. The sign back side shall be with grey colour and post shall be white colour. The post below ground shall be painted with 3 coats of red lead paint.
Nos.
1688.10
b) Rectangular hazard marker 600 mm x 300 mm made out of 2 mm thick alluminium sheet, face to be fully covered by high intensity grade white retro reflective sheeting of encapsulated lens type. The background/border/symbols shall be made by screen printing of desired colour as per sign details. The sign plate shall be fixed with 6 mm dia alluminium rebates on MS angle iron frame. The angle iron frame shall be made with angle of size 40 mm x 40 mm x 5 mm. The sign shall be fixed to 80 mm dia (NB) MS pipe (MW) with nut bolts and welding.
Nos.
2341.40
c) Providing and fixing of 1 m RCC guide post 200 mm dia of NP-2 type HP confirming to IS:458-1988 for guard stone, formation indicators, etc. duly filled with earth except 0.15 m from top, cement concrete of M-15 topping in 0.075 m and 0.075 m in pipe embedded in cement concrete block of M-15 size 450 mm x 450 mm x 500 mm complete in all respects including cost of painting with white and black paint.
each
980.45
7.07 Providing and fixing road delineators complete as per technical specification Section 800.
Rev-04
PAGE 14 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.08 Road Delineators (Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised s at the top, buried or pressed into the ground and confirming to IRC-79 and the drawings as per relevant clauses of section-800 of specifications.
Unit each
7.09 Providing and fixing in position Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:251967, including finishing ,painting and lettering etc. complete.
each
483.00
7.10 Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973).
each
670.00
7.11 Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete and as per clause 408 of specifications.
meter
236.00
meter
4323.00
Nos. Nos.
7304.85 256.05
7.12 Metal Beam Crash Barrier (a) Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel Section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of specifications.
(b) End Terminal/Anchors 7.13 Providing painting of structure number, span arrangement and flow directions etc.complete as per drawings and technical specifications Section 800.
Rev-04
Quantity
Rate (Rs.) 274.00
PAGE 15 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 7.14 Providing and fixing sign boards made out of 2mm aluminum sheet/ composite size 60x45 cms rectangle plus 30x25 cms additional plate as per the drawing attached (IRC). Pretreated with phospheting process and acid etching; coated with one coat of epoxy premier and two coats of best quality epoxy paint; reflectorised with retro reflective sheeting as per latest M.O.S.T. Specifications; 3.1 m long Stand post and frame fabricated from suitable size iron angle of 35x35x3 mm & NB65 MS Pipe as required, painted with best quality epoxy coating in black and white bends. The details of numerals for each board shall be as per the instruction of the engineer incharge. The fixing at site shall be in 1:2:4 CC block of size 45x45x60 cms for each leg. including excavation curing etc. complete under the supervision of engineer in charge.
7.15 Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick laid compacted bed of course sand, filling the ts with coarse sand, cement mortar/concrete etc. with all lead and lifts complete as per the direction of Engineer.
Unit Nos.
Sqm
Quantity
Rate (Rs.) 2937.35
691.00
TOTAL AMOUNT BILL NO. 7 TRAFFIC SIGNS, MARKINGS AND ROAD APPURTENANCESCARRIED TO SUMMARY BILL NO. 8 MISCLLANEOUS 8.01 Providing and laying utility duct of 300 mm dia NP-4 pipe in urban/rural areas as per technical specification Section 2900 and as directed by the engineer.
metre
1355.00
metre Nos.
281.40 25208.10
metre metre
2423.70 1260.05
8.02 Providing, fixing, laying and ting 150 mm dia. medium class PVC Pipe as per relevant IS code including excavation of trenches in grade and level including cost of couplers and testing of pipes at factory as per the stipulation in relevant IS codes etc. complete. a) 150mm inner diameter 8.03 Re-location of hand pumps including boring , providing hand pump of approved make and quality, if required complete with drainage accessibility to the satisfaction of the concerned department and salvage of dismanteled materials. 8.04 Shifting and relocating utility services such as water supply line, sewer line, OFC or telecom or electric underground cables as per Utility relocation plans and with the approval and technical specifications of concerned authority including salvage value of dismantled materials. i) Water supply line of all types and sizes ii) Underground telecom/electric cables 8.05 Deleted
Rev-04
PAGE 16 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No. Item 8.06 Planting of Trees and their Maintenance for two years: Providing, planting of trees (Avenue trees), height not less than 1.80 meter, digging a hole 0.60 meter in dia and 1.0 meter deep in the ground by the road side, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for two years. 50% payment for this item will be made after one year and remain after two years for the plants service at that time. The payment made after one year shall be deducted for plants found dead after two years.
Unit Each
Quantity
Rate (Rs.) 542.00
TOTAL AMOUNT BILL NO.8 MISCLLANEOUS CARRIED TO SUMMARY BILL NO 9 ELECTRICAL WORKS 9.01 Supply and erection of of IS standard for over head lines in truely vertical position including welding, drilling of required hole etc. including excavation of pole pit, providing and compacting M-10 Grade concrete in base padding and in refilling of pole pit , priming with red oxide and painting with two coat of aluminum paint complete as per MPSEB specifications.
(A) H, beam 152x152mm,37.1 Kg/mtr (1) 11 mtr long (2) 13 mtr long (3) 15 mtr long (B) RS JOIST 175X85 MM SIZE (1) 9.3 mtr long 9.02 Supply and erection of stay set on existing pole made of GI stay wire, 19 mm dia. 1.8 mtr. Long stay rod, anchor plate of size 300x300x6.4 mm, thimbale, stay clamp turn buckle, 7/4.00mm dia GI stay wire etc complete including excavation and refiling the same with concrete of M-10 Grade as per MPSEB specification.
Each Each Each
29934.00 34867.00 40016.00
Each
13184.00
Each Each
1395.00 2311.00
11 Kv strain insulator with hardware 33 Kv pin insulator with hardware 11Kv pin insulator with GI Pin 33 Kv Strain insulator with hard ware (Set of 3)
Each Each Each Each
292.00 522.00 194.00 425.00
(e) LT shackle Insulator with hardware, 75X90 mm
Each
63.00
Each Each Each Each
195.00 522.00 182.00 328.00
(A) 16 mm stay set complete (B) 20mm stay set complete. 9.3 Supply and erection of insulator on existing pole with its hard ware for LT/11kv/33KV lines etc. complete as per MPSEB specifications. (a) (b) (c ) (d)
(f) 11 KV Polymer Pin Insulator (g) 33 KV Polymer Pin Insulator (h) 11 KV Disc Insulator Polymer (i) 33 KV Disc Insulator Polymer 9.4 Supply and erection fixing of MS angle/channel/flat iron fitting for existing over head line poles such as cross arms , clamps, brackets ,nuts bolts etc. including required holes ,welding and necessary material including priming with red oxide and painting with two coat of aluminum paint etc complete as per MPSEB specification.
Rev-04
PAGE 17 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (A) 33 Kv V cross arm 75x75x6mm, 24.6 kg (B) 33 Kv top clamp 75x75x6mm, 3.57 Kg (C) 11Kv V cross arm, 65X65X6mm angle type 12.34 Kg (D) 11Kv V Top clam 65X65X6mm angle type 3 Kg (E) LT 5 pin cross arm 65X65X6mm angle type 22 kg (F) LT 4 pin cross arm 50X50X5mm, 8.28 kg (G) DC cross arm 5 fit centre 100X50 mm, 65 kg (I) DC cross arm 8 fit centre 100X50 mm, 56.31kg (J) DO and LA Mounting channel 19.37 kg (K) Transformer mounting cross arm 100X50 mm, 52.62 kg
Unit Each Each Each Each Each Each Each Each Each Each
Quantity
Rate (Rs.) 1874.00 524.00 974.00 279.00 2092.00 1762.00 4960.00 2813.00 1476.00 4010.00
(L) Transformer belting set 31.0 kg (M) Transformer claping set 31kg (N) MS Channel 100 X50 mm size (O) MS nuts and bolts (P) 33 KV guarding channal, 45.24 kg (Q) 11 KV guarding channal, 37.57 kg (R) Bracing set for 4" center DP structure (S) Bracing set for 8" center DP structure (T) H Beam Back Clamp (U) Stay Clamp for R.S. Joist/ Stay Clamp A-type/ B-Type (V) 11 KV bird Guard Stool (W) 33 KV Bird Guard Stool (X) Single Pole Cut Point Fitting 9.5 Supply and drawing of stranded ACSR/AAAC, conductor confirming to IS –398-1961 of approved make including stringing, laying, making of complete winding at existing insulator, ting, jump-ring, tearing, connecting, testing etc. complete on existing pole, as per MPSEB specifications.
Each Each KG KG Set Set Set Set Pair Pair Pair Pair Set
2736.00 2736.00 63.00 97.00 3447.00 2863.00 3707.00 5512.00 194.00 231.00 214.00 237.00 2312.00
(A) 100 sq. mm ACSR/AAAC Dog conductor (B) 80 Sqmm. ACSR Conductor raccoon (C) 55 Sqmm. ACSR Conductor Rabbit (D) 34 Sqmm. Weasel Conductor 9.6 Supply and drawing of GI guard wire 13 sqmm (4mm dia) including stringing winding at existing insulator or brackets, ting, with horizontal licingis, connecting etc. as required and clearing all obstacles, if any, as per MPSEB specifications.
Km Km Km km
(A) For 33 kv Line (B) For 11kv Line 9.7 Providing and fixing of anticlimbing device of GI barbed wire 2 ply 12 SWG up to the height of 3.5 mtr. around the pole as per MPSEB specification.
Meter Meter Each
77.00 77.00 279.00
9.8 Supply and laying spiral-earthing coil made of 13 sq mm. (4mm)dia GI wire , having spiral dia. 50 mm. with 115 turns, continuous lead up to 2.5 mtr. fixing on existing pole with MS nuts and Bolts as per MPSEB specification.
Each
158.00
9.9 Supply and fixing of danger caution board enameled marked for 11 Kv and 33 kv on existing pole as per MPSEB specification.
Each
73.00
Set Each
1652.00
64419.00 50872.00 34142.00 22162.00
9.10 Supply and erection of drop out fuse unit (1 set of 3 nos) as per MPSEB specification. (a) 11 KV DO FUSE 9.11 Supply, installation and testing of (1 set of 3 nos) lightening arrester complete with its hard ware as per MPSEB spcification.
Rev-04
PAGE 18 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (a) for 11 kv line type 9.12 Supply and erection of aluminum bobbin of LT line on existing structure etc. complete as per MPSEB specifications.
Unit Each Each
Quantity
Rate (Rs.) 425.00 36.00
9.13 Supply and erection of Air break switch as per IS 9920 part I to V for a normal current rating 400 AMP, spring loaded fixed and knife type moving with complete fitting as per MPSEB specifications. (b) 11 KV AB switch 9.14 Providing,fixing and testing of earthing arrangement with 38.1 mm dia. 2.5 mtr. long B class GI pipe electrode including excavation, packing of char coal and salt as per MPSEB specification including GI watering pipe 19 mm dia connection and refilling the pit etc. complete as per MPSEB specification.
Each Each
6585.00 5468.00
9.15 Supply and erection of LT distribution box suitable for 200 kva pole mounted distribution transformer complete with mounting channel, bus bar and MCCB etc. complete as per MPSEB specification.
Each
29245.00
Each
16475.00
Each Each Each
16345.00 35657.00 6196.00
9.16 Supply and erection of distribution box suitable for pole mounted distribution transformer complete with mounting channel bus bar and MCCB etc. complete as per MPSEB specification. (A) 100 KVA (B) 63 KVA (C) 315 KVA (D) 25 KVA 9.17 Supply erection and testing of PVC insulated heavy duty power cable confirming to (IS1554-1964 ) of aluminum stranded solid conductor of 1100 volt grade armoured/ unarmoured.
(a) 4 core 6 SQ mm unarmoured cable Meter (b) 3.5 core 70 sqmm Meter (c) 3.5 core 150 sqmm Meter (d) 3.5 core 300 sqmm Meter 9.18 Dismantling and removing of pole by excavation and gas Each Job cutting ,pin/disc insulator ,guarding. angle ,Vcross,top clamp, ACSR Conductor, any other fitting and placing to MPSEB store as directed by Engineer and clearing the site including labour ,transportation etc. complete.
61.00 295.00 548.00 1034.00 1215.00
9.19 Shifting, installation and testing of distribution transformer of 11/o.4 kv on existing DP structure including connection and disconnection from HT line and LT as required as per MPSEB specification.
(1) 63 KVA Transformer Each Job (2) 100 KVA Transformer Each Job 9.20 Providing and fixing of LT AB Cable Fitting for laying cable on the pole as per MPSEB specification. (A)AB Cable Hanging Clamp & Tension Clamp (B) Suspension Clamp with Attachment (C ) Clamp for Neutral (D) LT Dead End Clamp for L.T.A.B CABLE (E) TENSION CLAMPS (Dead End) (F) Piercing Connector Type-I (G) Piercing Connector Type-II
No. No. No. No. No. No. No. Rev-04
3986.00 3986.00
643.95 437.40 30.40 97.20 546.75 91.15 109.35 PAGE 19 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (H) J-Hook for Laying LT AB Cable (I) J-Hook clamp for Laying LT AB Cable (J) LT Service connection Ring half round (K) Spring loaded three Phase bus-bar in insulated box 1 in 5 out
Unit No. No. No. No.
Quantity
Rate (Rs.) 91.15 97.20 133.65 2965.80
(L) Spring loaded single Phase bus-bar in insulated box 1 in 6 out
No.
1093.00
(M) Spring loaded single Phase bus-bar in insulated box 1 in 9 out
No.
1215.00
(N) Spring loaded three Phase bus-bar in insulated box 1 in 3 out
No.
1517.00
(O) Al. Lugs for 150 Sq. Mm. Cable (P)LT XLPE A.B. cable 3x150+1x95+1x35 sqmm. 1100 v
No. km.
38.88 450425.00
(Q)LT XLPE A.B. cable 3x95+1x16+1x50 sqmm. 1100 v
km.
212588.55
(R)LT XLPE A.B. cable 3x70+1x16+1x35 sqmm. 1100 v
km.
168581.25
(A)33 kv xlpe armoured cable 3x300 sq.mm (B) 33 kv Arial Bunch cable 200 sq.mm (C ) Bimetallic clamp for 33 kv ME Terminal (D) Indoor heat shrinkable cable ting kit with lugs for 33kv xlpe 3 core 300sq.mm
km. km. No. Set
1846800.00 1357641.00 534.60 31152.60
(E) 33kv Polymer lightening arrestor gapeless type
No.
3827.25
(F) Double Gate set of m.s.angle with mesh & locking (G) Double suspension strain set Panther conductor (H) 11kv Polymer lightening arrestor gapeless type
No. No. No.
1822.50 3063.00 425.25
(I) M.S.Flate 50x6mm (J) 11KV XLPE Armoured cable 3x300 sq.mm (K) 11KV Arial Bunch cable 3x185+1x150 sq.mm.
MT. km. km.
62086.50 1335187.80 894227.85
(L) 11KV Arial Bunch cable 200x3 sq.mm. (M) Bimetallic clamp (N) 11KV cable ting kit with lugs for xlpe 3* 300sq.mm
mtr. No. Set
894.24 534.60 5017.95
9.21 Supply and laying under ground 11/33KV cable for road crossing with all fitting fixing on existing pole with nuts and bolts as per MPSEB specification .
(O) G.I.Pipe 150mm B Grade (P) G.I.Pipe 150mm A Grade along DP. (Q) G.I.Pipe 15mm 3mtr. Length for earthing (R ) Hume pipe 150 mm inner dia 30 mm thick (S) Cable Marker (T) Boring P/bored 600mm. Dia piles 9.22 Supply and erection of Isolator switch with handle and mechanical locking arrangment 3 phase of multi capacity (1 set of 3 nos ) 3 insulator type 600 Amp.complete as per MPSEB specifications.
meter meter No. meter
1397.25 1172.50 15185.07 498.15
No. meter Each
872.00 1139.65 18942.00
9.23 Supply erecting and testing of PVC/ XLPE insulated heavy duty power cable conforming to (IS 1554-1964) of alluminum standerd solid conductor of 1100 V grade armoured/ unarmoured. (a) PVC 2 core armoured 4 sq.mm. Al. 1100 volts
Mtr
48.60
(b) PVC 4 core armoured 10 sq.mm. Al. 1100 volts
Mtr
75.00
(c) PVC 3.5 core armoured 35 sq.mm. Al. 1100 volts
km
174231.00
(d) PVC 4 core armoured 6 sq.mm. Al. 1100 volts
Mtr
60.75
(e) PVC 3.5 core armoured 16 sq.mm. Al. 1100 volts (f) Xlpe 1 Core Cable 50sq.mm (g) Erthing set 40mm /ss
km km No.
94721.40 42306.30 5467.50
Rev-04
PAGE 20 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
Widening and reconstruction of ……………………………... Road Bill of Quantities
Item No.
Item (h) Carpat guarding (i) 11KV Isolator complete 600 Amp. (j) PVC 3.5 core armoured 70Sq.mm Al. conductor 1100V (k) PVC 3.5 core armoured 150Sq.mm Al. conductor 1100V
Unit span No. Km. Km.
Quantity
Rate (Rs.) 6318.00 18941.85 294759.00 547661.25
Total Bill No 09 TOTAL GROSS AMOUNT (BILL 1 TO 9)
Rev-04
PAGE 21 OF 44
MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
Rev-04
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tion of ……………………………... Road
Amount -
-
-
-
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
-
-
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount 0.00
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
-
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
0.00
-
-
-
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
0.00
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
-
-
-
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
Rev-04
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MP ROAD DEVLOPMENT CORPORATION LIMITED
tion of ……………………………... Road
Amount -
-
Rev-04
PAGE 42 OF 44
MADHYA PRADESH ROAD DEVELOPMENT CORPORATION LIMITED Widening & Reconstruction of ………………………….. Road Intermediate Lane
SUMMARY, Bill No. A 1 2 3 4 5 6 7 (A)
(B) 8 9 10
C D
E F G H
Description
ORIGINAL CONTRACT
Amount in Figure (INR) Civil Works Geneal Provision SiteClearance Earthwork Subbase, Base Courses Bituminious & Cement Concrete Pavement CrossDrainage structures (Bridges & Culverts) Traffic Signs, Marking and Road Appurtenances Total Cost of Civil Works Modifications, if any Subtotal for Civil Works (A) Cost per km for Civil Works Noncivil Works Miscellaneous Items Electric Item Forest and Environment Clearance Subtotal for Noncivil Works (B) Cost per km Total Cost (A+B) Centages Provision for variation (Physical Contingencies)@ 5% Provision for Escalation (Price Contingencies)@11.25% Total Cost of (D) Total Cost (C+D) Maintenace @0.75% per Year of E for 5 Years Total Cost (E+F) Supervision Charges @ 5% of E Grand Total (G+I+J) Cost per km
Rev-04
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
ESH ROAD DEVELOPMENT CORPORATION LIMITED SUMMARY,
Length= 65.26 Kms
ORIGINAL CONTRACT Amount in Words (INR)
Rev-04
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