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 Date26 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 3,29,00,000
Costs
EMD
₹ 1,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_275167_1Bid Award Id
ViewTender No
TN.No.15/2022-23/SDO/ Dt.08.12.2022Tender 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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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.
2969.7
5472622
1842.82
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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 111, 112, 501, 502 & 900 of MORTH Rev-5.
15623.2
1219703
78.07
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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.
15623.2
289654
18.54
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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.
69.3
1474
21.27
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Providing and laying Tack Coat over Existing BT Surface using 2 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.
200.1
5014
25.06
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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.
793.4
6918574
8720.16
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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.
476.8
5539715
11618.53
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Providing and laying earth for making up berms using Carted earth with a lead of 3 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).
3365.4
720229
214.01
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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).
4
3624
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).
16
4096
256
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Dismantling the existing RR Masonry in Cement Mortar in the existing causeway 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) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
30.4
7417
244
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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 specification for FOUNDATION OF BOX CULVERT, PROTECTIVE WORKS AND WELL PROTECTIVE WALL.
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
276.2
58692
212.5
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
586.3
124588
212.5
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Plain Cement concrete grade M15 Nominal Mix, 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 BASE COURSE OF BOX CULVERT.
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
19.1
107142
5609.58
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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 for Approach Slab 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) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
110.9
1202721
10845.1
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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 clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for WING WALL FOOTING OF BOX CULVERT, BASE COURSE OF PROTECTIVE WORKS AND WELL PROTECTIVE WALL. (BELOW SILL).
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
28.2
163269
5789.69
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
137.1
794875
5797.78
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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 clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF WING WALL BOX CULVERT, PROTECTIVE WORKS AND WELL PROTECTIVE WALL. (BELOW SILL.)
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
44.2
350668
7933.68
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
220.1
1749306
7947.78
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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 clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for STEM OF WING WALL BOX CULVERT, PROTECTIVE WORKS AND WELL PROTECTIVE WALL. (ABOVE SILL).
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
39.1
388388
9933.21
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
131
1305766
9967.68
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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., completeas per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for PARAPET BOX CULVERT, PROTECTIVE WORKS AND WELL PROTECTIVE WALL.
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
4.3
44216
10282.84
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
46.4
481044
10367.33
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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) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
7.95
741178
93230
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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 CULVERT, PROTECTIVE WORKS AND WELL PROTECTIVE WALL. (Labour Charges only).
-
-
-
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i) Reconstruction of Box Culvert at Km 1/8, 2/2 & 3/4 and Construction of Box Culvert at Km 1/6 & 3/8.
184.5
8734
47.34
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
542.3
25672
47.34
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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., as per clause 2706 of MORT&H Specification (Fifth Revision) to drain of the backfill in between the PROTECTIVE WORKS AND WELL PROTECTIVE WALL.
-
-
-
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ii) Construction of Protective works at Km 1/2, 2/2, 2/10, 3/10, 4/2 and Construction of Well Protective wall at Km 1/10.
103.5
18371
177.5
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Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
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Sub Total Amount for above all items (excluding GST)
1
-
27877618.02
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GST 18% for above SubTotal Amount
1
5017971
5017971.24
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Total in Figures (SubTotal + GST)
-
32895589
-
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