National Bank For Agriculture And Rural Development Tender
... More
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date9 Jan 2023
Closing Date31 Jan 2023
Tender Amount₹ 2,45,05,000
Costs
EMD
₹ 1,33,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_280517_1Bid Award Id
ViewTender No
TN.No.29/2022-2023 / SDO/Dated.26.12.2022.Tender 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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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 111, 112, 406 & 900 of MORTH Rev-5.
2433.8
4552009
1870.33
... More
i) Construction of Box Culvert at Km 2/8.
4.9
9164
1870.33
... More
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 111, 112, 501, 502 & 900 of MORTH Rev-5.
9735.1
750868
77.13
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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 per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5.
9735.1
176984
18.18
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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 per Clause 111, 112, 501, 503 & 900 of MORTH Rev-5.
17.2
358
20.84
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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 111, 112, 501, 504 & 900 of MORTH Rev-5.
489
4089066
8362.1
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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 111, 112, 501, 507 & 900 of MORTH Rev-5.
292.6
3244650
11089.03
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Providing and laying earth for making up berms using Carted earth with a lead of 4 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers as per clause 111, 112, 202, 301, 302, 303, 305 & 900 of MORT&H Specification (Fifth Revision).
3477
742130
213.44
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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).
12
3072
256
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Supply and fixing of R.C.C. GUIDE POSTS of size 1.2x0.2x0.2 m with reflective star stickers with tin M.S. Sheet with two side packing and top cover of 0.75 inches in R.C.C 1:2:4 mix using 20mm HBG metal with 10mm dia bars as vertical with 8mm dia stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top Projection by Projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.
66
62172
942
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Dismantling the existing Plain Cement Concrete in the existing bridge and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete as per clause 111, 112 & 202 of MORT&H specification (Fifth Revision) FOR BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
14.4
6033
419
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Earthwork excavation in 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 as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
17.6
13217
751
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Earthwork excavation in all SDR 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 as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
28.7
4540
158.2
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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 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 as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF BOX CULVERT AND RETAINING WALL.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
126.1
26796
212.5
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ii) Construction of Retaining wall at Km 2/0-2/6.
280.8
59670
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 clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE UNDER THE BASE SLAB OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
4.4
24708
5615.58
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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 as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
4.4
35549
8079.44
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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 as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE SLAB, SIDE AND TOP SLAB OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
48
500164
10420.09
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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 2/8.
3.3
307659
93230
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Vibrated Cement Concrete of grade M20 Nominal Mix, 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTING OF RETAINING WALL AND ADJACENT TO BOX CULVERT. (BELOW SILL).
-
-
-
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i) Construction of Box Culvert at Km 2/8.
14.1
81719
5795.7
... More
ii) Construction of Retaining wall at Km 2/0-2/6.
70.2
408870
5824.37
... More
Vibrated Cement Concrete of grade M20 Nominal Mix, 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF RETAINING WALL AND ADJACENT TO BOX CULVERT. (BELOW SILL).
-
-
-
... More
i) Construction of Box Culvert at Km 2/8.
24.3
186010
7654.74
... More
ii) Construction of Retaining wall at Km 2/0-2/6.
108
853027
7898.4
... More
Vibrated Cement Concrete of grade M20 Nominal Mix, 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF RETAINING WALL AND ADJACENT TO BOX CULVERT. (ABOVE SILL).
-
-
-
... More
i) Construction of Box Culvert at Km 2/8.
19.6
190902
9739.94
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ii) Construction of Retaining wall at Km 2/0-2/6.
70.8
711450
10048.73
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Vibrated Cement Concrete M15 grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specification, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) FOR PARAPET OF BOX CULVERT AND RETAINING WALL.
-
-
-
... More
i) Construction of Box Culvert at Km 2/8.
2.1
21330
10157.29
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ii) Construction of Retaining wall at Km 2/0-2/6.
14.6
155344
10640.01
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Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths 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., complete as per clause 2700 of MORT&H Specification (Fifth Revision) to drain of the backfill in between the BOX CULVERT AND RETAINING WALL.
-
-
-
... More
i) Construction of Box Culvert at Km 2/8.
5.4
958
177.5
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ii) Construction of Retaining wall at Km 2/0-2/6.
53.1
9425
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 as per clause 305, 2907 of MORT&H Specification (Fifth Revision) FOR BOX CULVET AND RETAINING WALL. (Labour Charges only).
-
-
-
... More
i) Construction of Box Culvert at Km 2/8.
76.4
3573
46.77
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ii) Construction of Retaining wall at Km 2/0-2/6.
187.8
8783
46.77
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Vibrated Cement Concrete of grade M30 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to worksite including cement at site and including all labour charges for form work and cetering, labour changes, mixing 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 premoulded expansion joints and fixing the same in position, etc., complete as per Cl. 2702.2 of MORT&H Specifications (Fifth Revision) for uniform thickness over concrete road for Box Culvert.
-
-
-
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i) Construction of Box Culvert at Km 2/8.
8.1
71231
8793.98
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Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm ISS HBG graded metal, including cost and conveyance of all materials to worksite including cement at site and including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for potable water, including all other incidental charges, formwork, etc., complete as per Cl. 2702.2 of MORT&H Specifications (Fifth Revision) for wearing coat over deck slab.
-
-
-
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iii) Construction of Wearing coat at Km 0/6 & 2/8.
1227
713794
581.74
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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
-
20765260.51
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GST 18% for above SubTotal Amount
1
3737746
3737746.89
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Total in Figures (SubTotal + GST)
-
24503007
-
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