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 Date23 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 2,39,40,000
Costs
EMD
₹ 1,30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_274566_1Bid Award Id
ViewTender No
TN.No.18 /2022-2023 / SDO/Dated.13.12.2022Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Construction of Granular Sub-base 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 of MORTH Specification for grading-V Material.
701.5
1111218
1584.06
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to 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 406 of MORTH Rev-5.
2118.8
4119434
1944.23
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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 per Clause 502 of MORTH Rev-5.
8475
662067
78.12
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg 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 MORTH Rev-5.
8475
157296
18.56
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Providing and laying Tack Coat over Dry lean cement concrete surface using 3.00 Kg 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 MORTH Rev-5.
85.8
1826
21.29
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Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below IRC metal with 37 kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5.
424.4
3758172
8855.26
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Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26 cum of 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
256.9
3023772
11770.23
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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 MORTH & H specification no 804).
2
1812
906
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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 MORTH & H specification no 804).
9
2304
256
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Providing and laying earth for making up berms using Carted earth with a lead of 5 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers.
1701.9
364223
214.01
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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 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 BOX CULVERT, DRAIN, PIPE CULVERT AND PROTECTIVE WORKS.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
567.2
120530
212.5
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ii) Construction of drain.
108.3
23013
212.5
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
65.5
13918
212.5
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iv) Construction of Protective works
189.9
40353
212.5
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Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, as per section 1500, 1700 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
24.3
141336
5816.31
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Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision) for BASE SLAB, SIDE AND TOP SLAB OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
136.1
1488291
10935.28
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Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule 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 wherever necessary 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 as per section 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
9.9
922977
93230
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING OF WING WALL ADJACENT TO BOX CULVERT, DRAIN BASE, PIPE CULVERT AND PROTECTIVE WORKS. (BELOW SILL).
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
56.3
337571
5995.94
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ii) Construction of drain.
22.8
149370
6551.34
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
4.4
26375
5994.53
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iv) Construction of Protective works
34.8
208640
5995.43
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF WING WALL ADJACENT TO BOX CULVERT AND PROTECTIVE WORKS. (BELOW SILL.)
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
87.9
843073
9591.28
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iv) Construction of Protective works
67.8
569867
8405.12
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF WING WALL ADJACENT TO BOX CULVERT, PIPE CULVERT AND PROTECTIVE WORKS. (ABOVE SILL).
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
67.5
631379
9353.77
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
23
218927
9518.59
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iv) Construction of Protective works
26.5
272518
10283.71
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Vibrated Cement Concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for PARAPET OF BOX CULVERT, PIPE CULVERT AND PROTECTIVE WORKS.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
4.3
45757
10641.17
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
4.9
50181
10241.12
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iv) Construction of Protective works
13.9
138886
9991.82
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Providing and fixing Class I PVC seepage pipes of 100mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per section 2706 of MORT&H specifications (Fifth Revision) IN THE BOX CULVERT AND PROTECTIVE WORKS.
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
4.5
798
177.5
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iv) Construction of Protective works
20.25
3594
177.5
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Refilling the excavated earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by power roller under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment FOR BOX CULVERT, PIPE CULVERT AND PROTECTIVE WORKS. (Labour Charges only).
-
-
-
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i) Construction of Box Culvert at Km 0/2, 0/6 (ii), 0/8, 1/4 (ii), 2/2 (i), 2/2 (ii).
293.5
13894
47.34
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
16.8
795
47.34
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iv) Construction of Protective works
127.1
6016
47.34
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for DRAIN WALL.
-
-
-
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ii) Construction of drain.
56.2
752533
13390.27
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Supply of NP 2 class RCC 450 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Pipe Culvert.
-
-
-
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
30
21600
720
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Supply of Collars 450 mm dia. NP 2 including cost of collars etc., complete as per the specification for Pipe Culvert.
-
-
-
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
8
1200
150
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Hoisting and fixing of NP 2 class RCC 450 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for Pipe Culvert.
-
-
-
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iii) Construction of Pipe Culvert at Km 0/6 (i), 0/6 (iii), 1/2 (i), 1/8.
30
862
28.75
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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Sub Total Amount for above all items (excluding GST)
1
-
20288049.04
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GST 18% for above SubTotal Amount
1
3651848
3651848.83
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Total in Figures (SubTotal + GST)
-
23939897
-
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