National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Building Construction
Eprocure
Opening Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 2,56,75,000
Costs
EMD
₹ 1,39,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_481529_1Tender No
TN.No.08/2024-2025 / SDO/Dated.22.08.2024-6Tender 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 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.
8190.6
670646
81.88
... More
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.
8190.6
154884
18.91
... More
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.
40.6
869
21.41
... More
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.
409.6
3530850
8620.24
... More
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.
247
2699500
10929.15
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Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for Embankment / sub grade - 3 Km lead complete as directed by the departmental officers as per clause 111, 112, 301, 305 & 900 of MORT&H Specification (Fifth Revision)
8669.25
3172598
365.96
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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
4394
2197
... 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 MORTH & H specification no 804).
9
5171
574.65
... More
Providing and erecting of Direction and Place Identification Retro-Reflectorized Sign made out of High Intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of size 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall he obtained as per IRC 67:2012. (as per MORT&H Specification No 801).
Rate per Sqm (For sign having area more than 0.9 sqm) Type-IV
1.8
21249
11805
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Dismantling the existing RR Masonry in Cement Mortar 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 0/2.
2.7
764
283.14
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Dismantling the exisiting RCC Slab 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.
-
-
-
... More
i) Construction of Box Culvert at Km 0/2.
2.25
9694
4308.7
... 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 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 0/2.
32.1
7913
246.52
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Plain Cement Concrete of grade M10 (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 LEVELING COURSE OF BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2.
8.1
44535
5498.27
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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.
-
-
-
... More
i) Construction of Box Culvert at Km 0/2.
83.9
905510
10792.74
... More
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 clause 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2.
5.44
520114
95609.27
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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 OVER BOX CULVERT.
-
-
-
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i) Construction of Box Culvert at Km 0/2.
2.5
26678
10671.56
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
12.2
141689
11613.92
... More
Refilling behind retaining wall with excavated earth including conveyance of all materials to work site including labour charges for filling in layers compacting by manual labour under optimum moisture content to get the maximum density as layer including all incidental charges etc,. complete FOR BOX CULVERT. (Labour Charges only).
-
-
-
... More
i) Construction of Box Culvert at Km 0/2.
18
771
42.85
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Earthwork excavation in Hard rock measured in solid including blasting & stacking and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as bailing 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 PIPE CULVERT.
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
105
91510
871.53
... More
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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTING OF PIPE CULVERT. (BELOW SILL).
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
48
305368
6361.85
... More
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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BODY WALL OF PIPE CULVERT. (BELOW SILL).
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
37.4
295087
7890.05
... More
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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BODY WALL OF PIPE CULVERT. (ABOVE SILL).
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
163
1457770
8943.38
... More
Supply of NP 3 class RCC 900 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 1989 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.
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
30
114642
3821.4
... More
Hoising and Fixing of 900 mm dia. NP 3 pipes to proper gradient including all labour charges and all other incidental charges etc., complete FOR PIPE CULVERT.
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
30
6930
231
... More
Filling behind Pipe Culvert with Carted earth including cost and conveyance of earth 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 PIPE CULVERT.
-
-
-
... More
ii) Construction of Balancing Pipe Culvert at Km 0/2.
573.4
117529
204.97
... More
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
-
21756281
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GST 18% for above SubTotal Amount
1
3916131
3916131
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Total Value put to Tender
1
-
25672412
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 12% of Final Negotiated Value
1
-
-
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Total Value of Contract Including 12% of GST
1
-
-
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Total in Figures (SubTotal + GST)
-
25672412
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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