Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date15 Jun 2022
Closing Date1 Aug 2022
Tender Amount₹ 3,09,20,000
Costs
EMD
₹ 6,20,000Document Cost
₹ 16,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_MoRTH_694979_1Bid Award Id
ViewTender No
TNNo.4/HDO/NH/22-23/Dt.15.6.22Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
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Documents
BOQ Items
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Dismantling the existing Reinforced Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
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Km 496/6
27.06
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Km 498/2
24.02
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Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF FOOTING UNDER ABUTMENTS& CUTOFF WALL.
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Km 496/6
24.53
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Km 498/2
374.17
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Earthwork excavation in Soft disintegrated rock not requiring blasting except hard rock requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS.
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Km 496/6
24.53
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Km 498/2
108.34
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Earthwork excavation in ordinary rock not requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for for FOUNDATION OF FOOTING UNDER ABUTMENTS
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Km 496/6
122.63
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Providing Fe-415 grade 32mm dowel bars including cost and conveyance of all materials to site drilling 50mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.
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Km 496/6
70
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Cement Concrete M-10,Nominal mix 1:3:6 using 40mm ISS graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS AND PIERS.
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Km 496/6
8.18
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Km 498/2
25.85
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Vibrated Cement Concrete of grade M15 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for RIGID APRON AND CUT OFF WALLS BELOW SILL LEVEL.
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Km 498/2
45.99
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Flexible apron 1 m thick Dry rubble stone Flooring using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site labour charges for packing the same in position and all other incidental charges etc, complete for APRON.
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Km 498/2
63.12
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Vibrated reinforced cement concrete M30 grade Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTINGS UNDER ABUTMENTS, RETURN WALLS
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Km 496/6
94.17
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Km 498/2
213.13
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Vibrated Reinforced Cement Concrete of M-30 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for ABUTMENT AND WINGS BELOW SILL LEVEL-
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Km 496/6
17.92
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Km 498/2
35.28
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Vibrated Cement Concrete of M-30 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for ABUTMENT AND WINGS ABOVE SILL LEVEL-
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Km 496/6
98.72
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Km 498/2
138.89
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Vibrated reinforced cement concrete M-30 Grade, Design Mix, using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.
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Km 496/6
6.26
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Km 498/2
9.34
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Vibrated reinforced cement concrete M-30, Grade, Design Mix using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB AND FOOTPATH.
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Km 496/6
35.28
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Km 498/2
26.55
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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.
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Km 496/6
6.23
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Km 498/2
17.78
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Vibrated reinforced Concrete M-35, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER.
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Km 496/6
4.8
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Km 498/2
6.88
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Providing and fixing of Galvinised Iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.
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Km 496/6
2
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Km 498/2
2
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Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for CC PARAPET OVER WINGS.
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Km 496/6
6.84
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Km 498/2
7.07
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Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
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Km 496/6
36
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Providing and fixing12mm thick corrugated copper plate in expansion joint complete as per drawing and technical specifications
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Km 496/6
14
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Km 498/2
19.8
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Providing and fixing 20 mm thick premoulded joint filler in expansion joint for fixed ends of simple supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm covered with sealent complete as per drawing and technical specifications
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Km 496/6
14
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Providing and filling joint sealing compound complete as per drawing and technical specifications
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Km 496/6
14
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Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork,lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB AND FOOTPATH RAMP.
1
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Km 496/6
6.04
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Km 498/2
9.37
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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights,hire charges for tools and plants, including all other incidental chages etc., complete for APPROACH SLABS.
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Km 496/6
12.81
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Km 498/2
22.79
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Providing and applying Tack coat with bitumen emulsion using emulsion pressure distributed @ the rate of 0.30kg/sq.m on the prepared bitumenous/granular/concrete surface cleaned with mechanical broom.
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Km 496/6
97.6
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Km 498/2
110.73
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Providing and laying bituminous concrete with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder at 5.4 to 5.6% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 508 of MORT & H specifications complete in all respects.for wearing coat of 50 mm uniform thickness over deck slab and approach slab.
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Km 496/6
4.88
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Km 498/2
5.54
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Providing and fixing AC seepage pipes of 100mm dia. AC pipes of requied lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS, -
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Km 496/6
120
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Km 498/2
112
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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-B and 305 -4-4 etc., complete.
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Km 496/6
63.48
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Km 498/2
76.86
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Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2000 with clean gritty free draining gravel including cost and draining gravel having Ø value more than 35° conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete.
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Km 496/6
195.94
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Km 498/2
121.96
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Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2000 with clean gritty free draining gravel including cost and draining gravel having Ø value more than 35° conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete.
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Km 496/6 (SUBSTRUCTURE)
10.87
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Km 496/6 (SUPERSTRUCTURE)
3.34
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Km 498/2 (SUBSTRUCTURE)
14.29
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Km 498/2 (SUPERSTRUCTURE)
5.04
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Supply and fixing of High Quality of PVC pipes of 110 mm dia. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
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Km 496/6
64.08
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RCC Retaining wall
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Earth work excavation in al classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS208, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and constructions, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.
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Km 496/6
756
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Cement Concrete M-15,Nominal mix 1:2:4 using 40mm ISS graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS.-1 Cum.
1
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Km 496/6
36
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Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTINGS RETAINING WALLS. -1 Cum (For Estimate Purpose, mix (1:1.2:2.4)
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Km 496/6
262.4
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Vibrated reinforced cement concrete M30 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM RETAINING WALLS. -1 Cum (For Estimate Purpose, mix (1:1.2:2.4)
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Km 496/6
318
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Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS.
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Km 496/6
208
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Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for BROKEN PARAPET-
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Km 496/6
14.4
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete,Fe-500 grade.
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Km 496/6
25.12
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PCC Retaining wall
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Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.
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Km 498/2
151.8
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Cement Concrete 1:2:4 mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications.
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Km 498/2
490.2
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Refilling over pipes with available Earth other than sand including cost and conveyance including labour charges for filling inlayers, watering tamping under opumum moisture content to get the maximum density all incidental charges etc., complete over pipes.
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Km 498/2
327.6
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Approach Road
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Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.
1
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Km 496/6 (100% COMPACTION)
22.5
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Km 498/2 (100% COMPACTION)
22.5
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Providing and Laying Granular Sub base grade - III as per table No 400-1/400-2 and Grading III of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications
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Km 496/6
4.5
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Km 498/2
4.5
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Providing and Laying Granular Sub base grade - Vas per table No 400-1/400-2 and Grading V of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications
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Km 496/6
9
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Km 498/2
9
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Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.
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Km 496/6
11.25
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Km 498/2
11.25
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Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7kg per ten Square Metre over the WBM surface preparatory to another construction over it.
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Km 496/6
45
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Km 498/2
45
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Proivding and laying of Tack coat using Emulsion Bitumen at the rate of 2.50kg/sq.m over the promer treated WMM surface preparatory to another construction over it.
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Km 496/6
45
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Km 498/2
45
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Providing and laying Dense Bituminous Macadam (DBM) using 0.35 cum of 37.50-13.2mm metal 0.45cum of 13.20mm-2.36 and 0.20cum of 2.36mm and below metal, 0.025m3 Stone dust and 69kg of 60/70 grade Bitument for 10m2 of 75mm thick for premixing per 10sqm including coat and conveyance of all materials to CMP site including heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 tones capacity, conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 90mm/130mm with mechanical paver to the specified grades and cross sections compaction by power roller to the required density etc., including labour for loading bitument into bitumen tank and metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30t, CMP with bitument boiler ,tipper trucks, paver finisher, power roller and all other Tools and plants required, including all other and incidential charges etc., complete as per Specification.
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Km 496/6
4.5
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Km 498/2
4.5
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Providing and laying Bitumenous Concrete 40mm thick which shall consist of construction of single course on a previously prepared bitumenous base to the requirement of the specfication in cclause 511 of MORT&H using crumb rubber modified bitumen 55 grade etc., complete.
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Km 496/6
1.8
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Km 498/2
1.8
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Diversion Road
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for FORMATION OF DIVERSION ROAD
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Km 496/6
2061
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Km 498/2
2061
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Providing and Laying Granular Sub base as per table No 400-1/400-2 and Grading III of MORTH Revision IV with and any other Granular material or a combination those of for 150 mm thick to give a CBR of 30 on prepared sub grade in accordance with the requirements of the specifications Grade 3
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Km 496/6
172.5
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Km 498/2
172.5
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Providing and laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer.
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Km 496/6
215.63
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Km 498/2
215.63
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Proivding and laying of prime coat using Bitumen Emulsion at the rate of 7kg per ten Square Metre over the WMM surface preparatory to another construction over it.
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Km 496/6
862.5
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Km 498/2
862.5
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Proivding and laying of Tack coat using Emulsion Bitumen at the rate of 2.50kg/sq.m over the promer treated WMM surface preparatory to another construction over it.
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Km 496/6
862.5
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Km 498/2
862.5
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Providing, laying and rolling open grade premix surfacing of 20 mm thickness composed of 13.2 mm to 5.5 mm graded aggregates either using penetration graded bitumen or cut back bitumen or emulsion to required line and grade ans level to serve as wearing course on a previously prepared base, includiong mixing in a suitable plant, laying and rolling with a smooth wheeled roller to acheieve the desired compaction as per clause 511 of MORT & H specifications complete in all respects.
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Km 496/6
862.5
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Km 498/2
862.5
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-
... More
Providing, laying Seal coat sealing the voids in a bituminous surface laid to specified levels, grade and cross fall using type A seal coat on a previously prepared base, includiong mixing in a suitable plant, laying and rolling with a smooth wheeled roller to acheieve the desired compaction as per clause 511 of MORT & H specifications complete in all respects.
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-
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... More
Km 496/6
862.5
-
-
... More
Km 498/2
862.5
-
-
... More
Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.
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Km 496/6
20
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-
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Km 498/2
20
-
-
... More
Hoisting and Fixing of 900 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for culvert.
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-
... More
Km 496/6
20
-
-
... More
Km 498/2
20
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-
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