National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Apr 2025
Closing Soon29 Apr 2025
Tender Amount₹ 4,21,00,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class-I
Bid Capacity
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The formula for bid capacity is: Assessed available bid capacity = (A x N x 2 - B) Where: A is Maximum value of construction works executed in any one year during the last five years B is Value at current price level of the existing commitments and ongoing works to be completed during the next 5 Months N is Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes having completed contracts of a similar nature, specifically in highways and airfields. The bidder should provide details of such contracts, including the number of contracts, name of the contract, country, name of the employer, employer's address, contract role, value of the total contract, date of award, date of completion, and contract duration. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 168.40 Lakhs, over the last five years. Additionally, the bidder should have successfully completed at least one contract of at least 40% of the value of the proposed contract, which is also Rs. 168.40 Lakhs, in any one year within the last five years. The bidder should also have experience in similar nature of work, including minimum quantities of works completed in any one year during the last five years, such as Earthwork (2642.00 Cum), GSB (486.00 Cum), WMM (810.00 Cum), DBM / BM (162.00 Cum), BC (98.00 Cum), CC/VCC (674.00 Cum), RCC/VRCC (114.00 Cum), and Steel (11.70 MT). The percentage of similar works completed is 40% of the value of the proposed contract, which is Rs. 168.40 Lakhs. The value of similar works completed is at least Rs. 168.40 Lakhs in any one year within the last five years.
Costs
EMD
₹ 2,22,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_HWAY_545281_1Tender No
TNNo.04/2025-26-KalvaiTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Granular Sub base with graded material(Table-400-1)-Plant Mix Method (Construction of Granular sub base by providing close graded material ,mixing in a mechanical mix plant at OMC,carriage of mixed material to worksite,spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per clause 401)- for Grading V material (Specification Number as per MORTH Rev.V 111,112,401,900)
1214.16
2018
2451340.47
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Wet Mix Macadam (Table 400-13) (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 with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
2023.59
2149
4350232.84
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Prime Coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .
8094.36
84
683973.42
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Tack Coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.
8094.36
19
161239.65
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Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with 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 as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
404.72
9111
3687525.34
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Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900.
242.83
11846
2876680.74
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Earthwork for subgrade, shoulders and backfills in accordance with the specification and the lines, grades and cross section shown in the drawings or as indicated by the Engineer as per SS20B for 97% compaction for making up berms using carted earth with an average lead of 5 Km MORTH Rev.V Clause No.111,112,305.
3885.3
238
924895.67
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Providing RCC M15 Grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MORT & H Specification No. 801 ) .
2
2197
4394
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Providing RCC M15 Grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete ( as per MORT & H Specification No. 801 ) .
9
574
5171.85
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CONSTRUCTION OF MINOR BIRDGE AT KM 2/2
-
-
-
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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 as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out 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 DRESSING THE BED UP TO SILL LEVEL as per section 304 of MORT&H Specification(Rev-V)
84.01
123
10355.07
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Earthwork excavation in all classes of soil 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, AND WINGS as per section 300 of MORTH Specification (Fifth Revision-2013)
504.95
441
223132.36
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Compacted Cement Concrete of grade M10 Nominal Mix 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, 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 LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND as per section 2100 of MORT&H Specification(Rev-V)
19.8
5298
104910.7
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Vibrated Cement Concrete of grade M20 Nominal Mix 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, 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 & RETURNS AND SUBSTRUCTURE BELOW SILL LEVEL as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)
334.94
6866
2299862.16
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Vibrated Cement Concrete of grade M20 Nominal Mix 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, 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 ABOVE SILL LEVEL as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
96.31
8523
820882.88
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Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, but excluding cost of steel and fabrication charges including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working on hieght , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
5.48
13516
74070.15
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Providing and fixing weep holes with class I PVC of 100mm dia. PVC pipes of required 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 arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORTH 2700, 2075 & 2706
60
177
10650
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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.
8.86
110
974.6
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Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost of steel and fabrication charges including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working on height, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
79.18
11069
876489.34
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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., complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014
47.07
1232
57994.95
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FILLING behind Abutments and Wings with clean gritty gravel 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 for FILLING BEHIND THE ABUTMENTS AND WINGS complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014.
94.37
328
31003.38
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Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.
19.9
653
13002.66
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SUPPLY AND FABRICATION OF Fe-500 / Fe 240 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 as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)
9.01
95609
861439.52
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Vibrated Cement Concrete M15 grade, Nominal Mix 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 & SAFETY KERB as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)
13
6757
87843.08
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Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site excluding cost of steel and fabrication charges including labour charges for mixing, laying, curing concrete, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)
18.27
9315
170194.19
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Vibrated Cement Concrete M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V)
130.5
716
93534.57
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Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 RCC CRASH BARRIERS OVER DECK SLAB as per section 811,1700 & 2703.3 of MORT&H Specifications(Rev-V)
5.91
16141
95396.27
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Vibrated Cement Concrete M15 grade, Nominal Mix 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 PCC PARAPET OVER RETURN WALL as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)
6.07
11279
68466.87
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Providing and fixing of G.I. 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 as per section 2705 of MORT&H Specifications(Rev-V)
2
2498
4996.2
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Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for providing UTILITY SERVICES in Safety Kerb.
69.76
419
29278.27
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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 Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
349.2
237
82777.86
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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 Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
127.05
238
30244.25
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Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
33.75
312
10542.49
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CONSTRUCTION OF RETAINING WALL
-
-
-
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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF PCC RETAINING WALL
-
-
-
... More
reach 0/4-0/8
438.75
123
54080.33
... More
reach 1/8-2/0
438.75
123
54080.33
... More
Vibrated Cement Concrete of grade M10 Nominal Mix, 1:3:6 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, 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 LEVELLING COURSE OF PCC RETAINING WALL
-
-
-
... More
reach 0/4-0/8
33.75
5330
179899.31
... More
reach 1/8-2/0
33.75
5314
179362.35
... More
Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL
-
-
-
... More
reach 0/4-0/8
92.25
7112
656095.84
... More
reach 1/8-2/0
92.25
7096
654628.14
... More
Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)
-
-
-
... More
reach 0/4-0/8
162
7865
1274146.2
... More
reach 1/8-2/0
162
7865
1274146.2
... More
Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)
-
-
-
... More
reach 0/4-0/8
150.75
9553
1440221.78
... More
reach 1/8-2/0
150.75
9537
1437823.35
... More
Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 the Retaining Wall
-
-
-
... More
reach 0/4-0/8
103.6
177
18389
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reach 1/8-2/0
103.6
177
18389
... More
CONSTRUCTION OF BOX CULVERT
-
-
-
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Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as 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 specifation for Foundation for Box culvert and Return Wall as per section 300 of MORTH Specification (Fifth Revision-2013)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
243.84
123
30055.72
... More
Single cell box culvert at km 1/8
55.7
123
6865.58
... More
Vibrated Cement Concrete of grade M15 Nominal Mix, 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, 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 BASE COURSE OF BOX CULVERT as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
25.28
6081
153741.33
... More
Single cell box culvert at km 1/8
4.39
6065
26628.07
... More
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOTTOM SLAB OF BOX CULVERT as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
80.56
9114
734235.12
... More
Single cell box culvert at km 1/8
10.26
9441
96872.36
... More
Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BODY WALL OF BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
52.88
14012
740965.14
... More
Single cell box culvert at km 1/8
9.34
15924
148731.75
... More
Vibrated Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for TOP SLAB OF BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
79.74
10842
864548.26
... More
Single cell box culvert at km 1/8
7.71
11555
89090.59
... More
Providing and fixing weep holes with class I PVC of 100mm dia. PVC pipes of required 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 arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per MORTH 2700, 2075 & 2706
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
27.56
177
4891.9
... More
Single cell box culvert at km 1/8
18.76
177
3329.9
... More
Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting 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 as per standard specification.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
17.52
95609
1675074.41
... More
Single cell box culvert at km 1/8
1.86
95609
178215.68
... More
Providing FILTER MEDIA behind the Abutments and Wings with clean graded III material to 600mm thick using filter materials as per Appendix - 6 of IRC: 78-2014 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 MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
75
1255
94176
... More
Single cell box culvert at km 1/8
35.6
1243
44282.48
... More
FILLING behind the Box culvert and returns as per Appendix 6 of IRC: 78-2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of materials to work site , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including wateing, with all leads for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
279
342
95476.59
... More
Single cell box culvert at km 1/8
121.4
328
39883.54
... More
Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
9.66
7122
68802
... More
Single cell box culvert at km 1/8
1.17
7106
8314.55
... More
Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
12
2498
29977.2
... More
Vibrated Cement Concrete of M20 (Nominal Mix ) 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, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of return wall as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
58.22
6193
360610.61
... More
Single cell box culvert at km 1/8
20.39
6178
125969.83
... More
Vibrated Cement Concrete of M20 (Nominal Mix) 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, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of return wall as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
88.5
8984
795149.49
... More
Single cell box culvert at km 1/8
40.4
9081
366888.16
... More
Supply and Fabrication of steel Grade Fe-240 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement 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. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
0.75
95609
72089.39
... More
Single cell box culvert at km 1/8
0.1
95609
9847.76
... More
VCC M30 (design mix) using 20mm 12mm 6mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER BOX CULVERT as per section 2702.2 of MORT&H Specifications(Rev-V)
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
141.76
719
101948.12
... More
Single cell box culvert at km 1/8
19.5
717
14000.03
... More
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 Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion.
-
-
-
... More
Single cell box culvert at km 1/8
349.2
237
82777.86
... More
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 Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion.
-
-
-
... More
Single cell box culvert at km 1/8
127.05
238
30244.25
... More
Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
-
-
-
... More
Single cell box culvert at km 1/8
33.75
312
10542.49
... More
Dismantling the existing Stone Masony in the existing causeway / bridge 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.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
10.13
283
2868.21
... More
Dismantling the cut stone slab in the existing causeway / bridge 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.
-
-
-
... More
Triple Cell Box Culvert at Km 0/4 & 0/6
29.25
1179
34491.6
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
35663804
-
... More
GST 18% for above SubTotal Amount
1
6419484
6419484.86
... More
Total in Figures (SubTotal + GST)
-
-
42083289.66
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