National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Road Construction
Eprocure
Opening Date19 Nov 2024
Closing Date19 Dec 2024
Tender Amount₹ 35,08,31,000
Costs
EMD
₹ 17,64,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_499207_1Bid Award Id
ViewTender No
TN.No.18 / SI.No.01 / 2024-2025 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
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 incidential charges such as bailing 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 cutting as per MORT&H Vth specification No.301,111,112
23096
123
2846812.96
... More
Construction of Granular sub-base Grade-V 180mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
7510
1660
12469829.3
... More
Construction of Granular sub-base Grade-III 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
2956
1749
5171226.4
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site, laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5 for formation of Bypass Road
6750
2132
14394780
... More
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 111,112,502,900 of MORTH Rev-5 for formation of Bypass Road
25591
81
2084898.77
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 per Clause 111,112,503,900 of MORTH Rev-5 for formation of Bypass Road
25591
18
480343.07
... More
Providing and laying 100 mm consolidated thick Dense Bituminous Macadam using 0.24 cum. Of 26.50-13.20mm, 0.25 cum. Of 13.20-2.36 mm and 0.23 cum. Of 2.36 mm & below and with 53.20 kgs. Of VG 40 bitumen for premixing per 10 sqm. 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 505, 900 MORTH Rev-5.
2557
9554
24430089.4
... More
Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum. of 19.00-9.50mm, 0.17 cum. of 9.50-2.36mm and 0.26 cum. of 2.36 mm and below with 50.30 kgs. of VG 40 bitumen for premixing per 10 sqm. 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 30mm 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 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111,112,507,900 MORTH Rev-5.
1023
11259
11518243.44
... More
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.805).
5
2197
10985
... More
Providing RCC M15 grade precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
22
574
12642.3
... More
Proving RCC M15 grade Boundary Stone pillars of standard design as per IRC 25-1967 and fixing in position including finishing, painting and lettering, as per MORTH specification No.807
418
1107
462726
... More
SUB ESTIMATE - Junction Improvements Construction of Granular sub-base Grade-V 180mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
4738
1660
7867117.34
... More
Construction of Granular sub-base Grade-III 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
10763
1749
18828792.2
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site, laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5 for formation of Bypass Road
9766
2132
20826580.96
... More
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 111,112,502,900 of MORTH Rev-5 for formation of Bypass Road
39064
81
3182544.08
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 per Clause 111,112,503,900 of MORTH Rev-5 for formation of Bypass Road
37604
18
705827.08
... More
Providing and laying 100 mm consolidated thick Dense Bituminous Macadam using 0.24 cum. Of 26.50-13.20mm, 0.25 cum. Of 13.20-2.36 mm and 0.23 cum. Of 2.36 mm & below and with 53.20 kgs. Of VG 40 bitumen for premixing per 10 sqm. 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 505, 900 MORTH Rev-5.
3761
9554
35933346.2
... More
Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum. of 19.00-9.50mm, 0.17 cum. of 9.50-2.36mm and 0.26 cum. of 2.36 mm and below with 50.30 kgs. of VG 40 bitumen for premixing per 10 sqm. 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 30mm 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 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111,112, 507,900 MORTH Rev-5.
1505
11259
16945216.4
... More
Providing Barrier Type Kerb for median / islands using vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to work site, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification as per MORT&H Rev.5 408, 409
4308
422
1821637.8
... More
Earthwork 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 Earth with a lead of 13km for filling of Centre median and Islands MORT&H 305
3937
123
485274.62
... More
Bus lay by:
Providing and laying carted earth of CBR 8 for construction of sub grade and side berms in accordance with specification and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Earth with a leadof 13 Km for the formation of road for 95% Compaction MORT&H No.305
1404
447
627686.28
... More
Providing and laying carted earth for construction of sub grade and side berms in accordance with specification and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Earth with a leadof 13 Km for the formation of road for 97% Compaction MORT&H No.305
600
496
298074
... More
Construction of Granular sub-base Grade-V 180mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
216
1660
358652.88
... More
Construction of Granular sub-base Grade-III 100mm thick by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
120
1749
209928
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site, laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111,112,406,900 of MORTH Rev-5 for formation of Bypass Road
300
2132
639768
... More
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 111,112,502,900 of MORTH Rev-5 for formation of Bypass Road
1200
81
97764
... More
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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 per Clause 111,112,503,900 of MORTH Rev-5 for formation of Bypass Road
1200
18
22524
... More
Providing and laying 100 mm consolidated thick Dense Bituminous Macadam using 0.24 cum. Of 26.50-13.20mm, 0.25 cum. Of 13.20-2.36 mm and 0.23 cum. Of 2.36 mm & below and with 53.20 kgs. Of VG 40 bitumen for premixing per 10 sqm. 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 work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by vibratory / pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 505, 900 MORTH Rev-5..
120
9554
1146504
... More
Providing and laying Bituminous Concrete to 40mm thick using 0.13 cum. of 19.00-9.50mm, 0.17 cum. of 9.50-2.36mm and 0.26 cum. of 2.36 mm and below with 50.30 kgs. of VG 40 bitumen for premixing per 10 sqm. 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 30mm 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 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 507, 900 MORTH Rev-5.
48
11259
540445.44
... More
Filling With earth in all classes of soils except hard rock requiring blasting for box cutting including all labour charges for excavation involving an average horizontal throw up to 2.0m and an average vertical lift up to 0.5m including breaking clods including all other incidental charges etc., complete. as per clause 301 - 305 of MORT & h specifications. FOR BERMS
600
364
218910
... More
Box Culvert: 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 FOUNDATION OF BOX CULVERT , WING WALL as per MORT&H Vth specification No.304. 111,112
-
-
-
... More
Km 0/150 (Inter Section) (2x1.50 Single Cell Box Culvert)
132
246
32540.64
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
129
246
31801.08
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
289
246
71244.28
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
232
246
57192.64
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
71
246
17502.92
... More
Km 2/530 (2x2 Single Cell Box Culvert)
55
246
13558.6
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
342
246
84309.84
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
232
246
57192.64
... More
Km 3/400 (2x2 Single Cell Box Culvert)
54
246
13312.08
... More
Km 4/370 (2x2 Single Cell Box Culvert)
64
246
15777.28
... More
Km 4/830 (3x3 Single Cell Box Culvert)
148
246
36484.96
... More
Plain Cement Concrete of Grade M-10, Nominal Mix 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site 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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT AND WING WALL as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
9
5330
47973.15
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
9
5330
47973.15
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
17
5314
90345.48
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
17
5314
90345.48
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
9
5314
47829.96
... More
Km 2/530 (2x2 Single Cell Box Culvert)
9
5298
47686.68
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
27
5298
143060.04
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
17
5298
90074.84
... More
Km 3/400 (2x2 Single Cell Box Culvert)
10
5298
52985.2
... More
Km 4/370 (2x2 Single Cell Box Culvert)
12
5314
63773.28
... More
Km 4/830 (3x3 Single Cell Box Culvert)
22
5314
116917.68
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Footings of Wing wall (Below sill level) as per specification No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.50 Single Cell Box Culvert)
8
6193
49551.44
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
8
6072
48580.24
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
19.5
6178
120471.39
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
19.5
6178
120471.39
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
8
6178
49424.16
... More
Km 2/530 (2x2 Single Cell Box Culvert)
10
6162
61621
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
34
6162
209511.4
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
19.1
6162
117696.11
... More
Km 3/400 (2x2 Single Cell Box Culvert)
8
6162
49296.8
... More
Km 4/370 (2x2 Single Cell Box Culvert)
10
6178
61780.2
... More
Km 4/830 (3x3 Single Cell Box Culvert)
12
6178
74136.24
... More
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Wing wall (Above sill level) as per specification No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
20
9329
186586.6
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
20
9405
188106.2
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
42
8705
365631
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
42
8705
365631
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
20
9313
186268.2
... More
Km 2/530 (2x2 Single Cell Box Culvert)
31
8869
274958.22
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
104
8110
843534.64
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
42
8689
364962.78
... More
Km 3/400 (2x2 Single Cell Box Culvert)
26
8418
218877.62
... More
Km 4/370 (2x2 Single Cell Box Culvert)
31
8372
259541.92
... More
Km 4/830 (3x3 Single Cell Box Culvert)
112
7319
819729.12
... More
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Parapet over box culvert as per specification No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
4
10679
42718.04
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
4
10679
42718.04
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
6
10683
64099.62
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
6
10683
64099.62
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
4
10663
42654.36
... More
Km 2/530 (2x2 Single Cell Box Culvert)
4
9935
39743.56
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
12
7669
92029.2
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
6
10667
64004.1
... More
Km 3/400 (2x2 Single Cell Box Culvert)
4
10647
42590.72
... More
Km 4/370 (2x2 Single Cell Box Culvert)
4
10663
42654.36
... More
Km 4/830 (3x3 Single Cell Box Culvert)
5
10082
50411.8
... More
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Box culvert as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
80
11809
944726.4
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
57
11897
678182.01
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
166
10697
1775829.82
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
166
10697
1775829.82
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
68.5
11835
810714.63
... More
Km 2/530 (2x2 Single Cell Box Culvert)
62
12202
756572.36
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
259
11227
2908000.2
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
164.1
11032
1810443.1
... More
Km 3/400 (2x2 Single Cell Box Culvert)
66
12208
805779.48
... More
Km 4/370 (2x2 Single Cell Box Culvert)
78
12161
948590.76
... More
Km 4/830 (2x2 Single Cell Box Culvert)
185
11359
2101498.25
... More
Supply and fabrication of Fe.500D 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 clause No.1600 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
5.3
95609
506729.13
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
3.8
95609
363315.23
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
10.9
95609
1042141.04
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
10.9
95609
1042141.04
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
4.6
95609
439802.64
... More
Km 2/530 (2x2 Single Cell Box Culvert)
4.1
95609
391998.01
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
20.4
95609
1950429.11
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
10.9
95609
1042141.04
... More
Km 3/400 (2x2 Single Cell Box Culvert)
4.4
95609
420680.79
... More
Km 4/370 (2x2 Single Cell Box Culvert)
5.1
95609
487607.28
... More
Km 4/830 (2x2 Single Cell Box Culvert)
10.8
95609
1032580.12
... More
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2706
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
15
192
2887.5
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
15
192
2887.5
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
28
192
5390
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
28
192
5390
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
15
192
2887.5
... More
Km 2/530 (2x2 Single Cell Box Culvert)
18
192
3465
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
72
192
13860
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
28
192
5390
... More
Km 3/400 (2x2 Single Cell Box Culvert)
15
192
2887.5
... More
Km 4/370 (2x2 Single Cell Box Culvert)
15
192
2887.5
... More
Km 4/830 (2x2 Single Cell Box Culvert)
36
192
6930
... More
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of pre moulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per clause No1000,1200,1500,2700, 2702 of MORT&H Vth rev
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
55
716
39387.15
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
37
716
26496.81
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
87
714
62197.17
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
87
714
62197.17
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
45
714
32170.95
... More
Km 2/530 (2x2 Single Cell Box Culvert)
37
713
26406.9
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
152
713
108482.4
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
87
713
62091.9
... More
Km 3/400 (2x2 Single Cell Box Culvert)
40
713
28548
... More
Km 4/370 (2x2 Single Cell Box Culvert)
48
714
34315.68
... More
Km 4/830 (2x2 Single Cell Box Culvert)
93
714
66486.63
... More
Filling with clean gritty gravel having pie value more than 35 degree including cost and conveyance of gravel to work site, 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 as per CL.710.1.4 & Appendix-6 of IRC:78-2014
-
-
-
... More
Km 0/150 (Inter Section) (2x1.5 Single Cell Box Culvert)
23
531
12224.27
... More
Km 0/600 (2x1.50 Single Cell Box Culvert)
16
531
8503.84
... More
Km 1/493 (5x2.50 Single Cell Box Culvert)
30
519
15594
... More
Km 1/717 (5x2.50 Single Cell Box Culvert)
30
519
15594
... More
Km 1/900 (2x1.50 Single Cell Box Culvert)
20
519
10396
... More
Km 2/530 (2x2 Single Cell Box Culvert)
22
508
11178.2
... More
Km 2/920 (3x3 Triple Cell Box Culvert)
7
508
3556.7
... More
Km 3/096 (5x2.5 Single Cell Box Culvert)
30
410
12317.7
... More
Km 3/400 (2x2 Single Cell Box Culvert)
24
410
9854.16
... More
Km 4/370 (2x2 Single Cell Box Culvert)
29
437
12700.55
... More
Km 4/830 (2x2 Single Cell Box Culvert)
105
437
45984.75
... More
Minor Bridge: Earthwork excavation in all classes of soil except soft integrated rock and 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 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 FOUNDATION OF ABUTMENTS, PIERS AND WINGS. as per section 111,112,304 of MORT&H Specifications (Fifth Revision)
834
562
469166.7
... More
Vibrated Cement Concrete M10grade, Nominal Mix 1:3:6, using 40mm ISS HBG graded 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 FOOTINGS OF ABUTMENT, PIERS as per MORT&H Vth Rev No.1000, 1500, 1700, 2100
38
5298
201343.76
... More
Vibrated Cement Concrete of grade M20 Nominal Mix (1:1.5:3) 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 incidental charges such as bailing out water maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL as per MORT&H Vth Rev.1000, 1500, 1700, 2200
642
6638
4262051.82
... More
Vibrated Cement Concrete of grade M20 Nominal Mix (1:1.5:3)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 height , 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 as per MORT&H Vth specification 1500, 1700, 2200
205
8562
1755242.8
... More
Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm & 12mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at height , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per MORT&H Vth rev. No.1500, 1700, 2200
12
12671
152055.48
... More
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 THE ABUTMENTS AND WINGS as per MORT&H Vth rev 2706
58
192
11165
... More
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 as per standard specification
32
110
3520
... More
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 and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at height, hire charges for tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB as per MORT&H Vth rev No.1500, 1700, 2300
253
11751
2973159.86
... More
Providing filter media behind the abutments and wings for 600mm thickness using filter material cut for mix to clause 309.3.2.2 of MORT&H Vth rev well packed 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 filter media etc., for complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.
74
1232
91175.4
... More
Filling behind Abutments and Wings with clean gritty free drainage gravel having PHI Value morethan 35 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 and lift for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.
236
508
119911.6
... More
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 as per MORT&H Vth Rev No.2600
48
653
31363.2
... More
Supply and fabrication of Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel at site and cost of 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, Fe-500 D grade as per MORT&H Vth Rev No.1600
26.3
95609
2514523.8
... More
Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS HBG graded 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 as per MORT&H Vth Rev No.1500, 1700,2704
11
6328
69615.59
... More
Vibrated reinforced cement concrete M30 design mix using ISS graded HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel but including labour charges for mixing, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per MORT&H Vth Rev No.1500, 1700, 2704
27
9041
244109.97
... More
Vibrated cement Concrete M30 design mix using 20mm, 12mm, 6mm and ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for concrete,mixing, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness using surface reinforcement over deck slab and approach slab as per MORT&H Vth rev No.2702.2
420
713
299754
... More
Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, but including form work 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 MORT&H Vth Rev.No.811, 1700, 2703.3.
22
18104
398289.32
... More
Providing and fixing of G.I drainage spouts 100mm dia as per GOI 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 projecting300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of G.I pipes and flats and fixing them in position etc,complete as per MORT&H Vth ref No.2705
6
2498
14988.6
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
297314004
-
... More
GST 18% for above SubTotal Amount
1
53516520
53516520.85
... More
Total in Figures (SubTotal + GST)
-
-
350830525.54
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