Ministry Of Road Transport And Highways Tender
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Ministry Of Road Transport And Highways - MORTH Tender
Eprocure
Opening Date20 Aug 2020
Closing Date14 Sep 2020
Tender AmountRefer Documents
Costs
EMD
₹ 3,01,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2020_MoRTH_578511_1Bid Award Id
ViewTender No
8/2020-21Tender Authority
Ministry Of Road Transport And Highways ViewPurchaser Address
-
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Documents
BOQ Items
Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MoRT & H Specification Rev-5
2200.99
-
-
Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5Kg/Sqm of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MoRT & H Specification Rev-5
2200.99
-
-
Providing and applying tack coat over Existing BT surface with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.
4713
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-
Providing and laying Dense Bituminous Macadam Grading II using VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 of MoRT & H Rev-5
487.99
-
-
Providing and laying Compacted Bituminous Concrete to 40 mm thick using CRMB 55 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, conveying the mix to paver site, spreading the mix to uniform thickness with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for CMP with bitumen boiler, tipper trucks, Paver Finisher Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT & H Rev-5
276.56
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-
Providing VRCC M40 mix using 20mm, ISS HBG metal centre median of size 0.650m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level including cost and conveyance of all materials to work site and providing form work for shuttering on both sides and chambered edged at top, including cost of steel reinforcement as per the bar bending. Rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approved quality of synthetic enamel paint including primer etc. including all labour charges, hire and fuel charges for the tools and plants employed and as per the standard specification and in accordance with the drawings appended here with and as directed by the departmental officers etc. complete.for Crash Barrier type Centre Median
325
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-
Providing and erecting of Retro Reflectorised Cautionary, Mandatory and informatory sign(Without definition Board) made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) (90cm equilateral Triangle Board)
8
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-
Providing and erecting direction and Place Identification retro - reflectorised sign made out of cube corner Micro Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height not less than 2.10m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro prismatic grade Retro-Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.9 of IRC 67-2012. The retro reflective sheeting shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) for location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications., sign having area above 0.9sqm Type-XI
2.16
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-
Providing and fixing of Retro Reflectorised Cautionary Mandatory and informatory sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mmwith a clear height not less than 2.1m from the ground level to the bottom of the sign board and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm, 60cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Chevran Board
12
-
-
Providing and erecting of Retro-Reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminum sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mm x 75mm x6mm and 0.6 m below ground level.The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60 cm size including cost and conveyance of all materials, equipments Machinery and Labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro -Reflectro sheet shall consist of minimum coefficient of Retro -reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORT&H specification No 801) Hazard Marker Board
10
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-
Providing and laying of Hot Applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification 803.
339.79
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-
Providing and fixing of Reflective Road Studs of 'Category A' Raised pavement markers made out of poly carbonate/ methyl methecrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromatically values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height, width and length shall not be less than 15mm , 90 mm and 100 mm with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than vlues specified in Table 2 of MORTH circular.The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf, Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manfacturer's recommendation and complete as directed by the Engineer, The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc., complete
297
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-
Provision of Solar Blinkering Light
2
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-
Reconstruction of Box Culvert (2m x 2m) at Km 97/8 of Kollam - Thirumangalam Road NH 208 (New NH No 744)-Earth work excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on ban with all leads aand lifts as per SS 20 B, including cost of all labour equipments and all incidential charges such as baling our water, providing and maintaining necessry cofferdams, sheeting, shoring bracing and their subsequent removal removal of all logs, stumps, grubs and other deleterious matter and obstruction, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Foundation.
89.72
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-
Vibrated Cement Concrete of grade M15 Nominal Mix using 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, 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 FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL-
8.09
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-
Vibrated Cement Concrete of grade M20 Nominal Mix using 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, 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 FOOTINGS OF RETAINING WALL BELOW SILL LEVEL-
3.45
-
-
Vibrated Cement Concrete of grade M20 Nominal Mix using 20mm 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, 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 SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL-
31.13
-
-
Vibrated Reinforced Cement Concrete of grade M25 design mix using 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, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for BELOW SILL LEVEL OF BOX CULVERT
23.15
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-
Vibrated Reinforced Cement Concrete of grade M25 design mix using 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, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for ABOVE SILL LEVEL OF BOX CULVERT
30.17
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-
Supply and fabrication of S-500 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 whenever 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, S-500 grade
3.97
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-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 Kg/sqm on the prepared bituminous /granular surface cleaned with mechanical broom over existing concrete surface.
34.06
-
-
Providing and laying bituminous concrete 50mm thick using CRMB 55 grade bitumen 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 509 of MORT & H specifications complete in all respects. over Deck slab
1.7
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-
Dismantling the R.R Maonry and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
3.61
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-
Construction of Retaining wall at Km 97/6-97/8 (2.5 m Height) of kollam - Thirumangalam Road NH 208-Earth work in excavation for foundation of structures as per drawing and technical specification including setting out construction of shoring and bracing removal of stumps and other deleterious matter, dressing of sides and bottom, back filling with approved material for foundation for abutments and return wall as per MORT & H specification.
146.4
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-
Vibrated Cement Concrete of Grade M15 (Nominal Mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Foundation (below sill).
115.19
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-
Vibrated Cement Concrete of Grade M15 (Nominal Mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for Above Sill Level.
70.8
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-
Filling with clean gritty gravel around the pipes including cost and 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 for water and all other incidental charges etc, complete .
78
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-
Providing and fixing PVC seepage pipes of 100mm of required lengths for abutments and wings including cost and conveyance of all materials to worksite and labour for 900mm dia semipherical backfill arrangements with 100cm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification.
16
-
-
Supply of HYSD steel for Reinforcement for RCC work including bending, placing and binding etc., for Deck slab, Bed Block & surface Reinforcement.
1.08
-
-
Widening of RCC slab Culvert at km 97/6(i) of Kollam - Thirumangalam road NH 208 -Dismantling the existing Cement concrete(Parapet wall) including all labour and other incidental charges etc., complete
1.98
-
-
Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete
84
-
-
Vibrated cement concrete of grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 for FOOTINGS OF ABUTMENT & WINGS. 1 Cu.m(Below Sill level)
61.27
-
-
Vibrated cement concrete M20 grade Nominal Mix usnig 20 mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)
46.11
-
-
Vibrated reinforced cement concrete M25 grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS . -1 Cum (For Estimate Purpose, mix (1:1.5:3)
1.26
-
-
Vibrated Reinforced cement concrete M25 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB -1Cum
9.7
-
-
Supply of HYSD steel for Reinforcement for RCC work including bending, placing and binding etc., for Deck slab, Bed Block & surface Reinforcement.super structure
0.5
-
-
Supply of HYSD steel for Reinforcement for RCC work including bending, placing and binding etc., for Deck slab, Bed Block & surface Reinforcement.sup structure
0.35
-
-
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
7
-
-
Providing and laying Tack coat over EXISTING CC SURFACE surface treated with prime coat using 3.0 kgs for 10 sqm . including cost of Emulsion at the site, including labour charges for preparing the surface and applying the required quantity of Emulsion as Tack coat by Emulsion sprayer etc., complete as per MORT&H rev. V clause 503 Sl.No. 5.13
23.76
-
-
Providing and laying bituminous concrete using CRMB 55 grade bitumen 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 509 of MORT & H specifications complete in all respects. Sl.No. 5.8
1.19
-
-
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. 309-3-2-13 and 305 -4-4 etc., complete- 1Cum.
6.21
-
-
Providing and fixing 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 THE ABUTMENTS AND WINGS
16
-
-
Filling behind Abutments and wings earth from borrow pits including cost and 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 for water and all other incidental charges etc,complete. -1 Cum
0.74
-
-
Widening of RCC slab Culvert at km 97/6(ii) of Kollam - Thirumangalam road NH 208 -Dismantling the existing Cement concrete(Parapet wall) including all labour and other incidental charges etc., complete
3.83
-
-
Earthwork excavation in all calsses of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as providing and maintaining necessary cofferdams, sheeting,shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete
114.28
-
-
Vibrated cement concrete of grade M20 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 for FOOTINGS OF ABUTMENT & WINGS. 1 Cu.m(Below Sill level)
97.21
-
-
Vibrated cement concrete M20 grade Nominal Mix usnig 20 mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)
14.63
-
-
Vibrated reinforced cement concrete M25 grade Design Mix using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS . -1 Cum (For Estimate Purpose, mix (1:1.5:3)
3.5
-
-
Vibrated Reinforced cement concrete M25 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB -1Cum
9.08
-
-
Supply of HYSD steel for Reinforcement for RCC work including bending, placing and binding etc., for Deck slab, Bed Block & surface Reinforcement.super structure
0.44
-
-
Supply of HYSD steel for Reinforcement for RCC work including bending, placing and binding etc., for Deck slab, Bed Block & surface Reinforcement.sup structure
0.4
-
-
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.
7
-
-
Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
28
-
-
Providing and laying Tack coat over EXISTING CC SURFACE surface treated with prime coat using 3.0 kgs for 10 sqm . including cost of Emulsion at the site, including labour charges for preparing the surface and applying the required quantity of Emulsion as Tack coat by Emulsion sprayer etc., complete as per MORT&H rev. V clause 503 Sl.No. 5.13
20.76
-
-
Providing and laying bituminous concrete using CRMB 55 grade bitumen 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 509 of MORT & H specifications complete in all respects. Sl.No. 5.8
1.04
-
-
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. 309-3-2-13 and 305 -4-4 etc., complete- 1Cum.
7.12
-
-
Providing and fixing 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 THE ABUTMENTS AND WINGS
16
-
-
Filling behind Abutments and wings earth from borrow pits including cost and 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 for water and all other incidental charges etc,complete. -1 Cum
1.59
-
-
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