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 Date7 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 3,45,05,000
Costs
EMD
₹ 1,83,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_481552_1Bid Award Id
ViewTender No
TN.No.10/2024-2025 / SDO/Dated.24.08.2024-1Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
... More
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness 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.
3572.2
7900706
2211.72
... 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.
14288.7
1166672
81.65
... 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.
14288.7
269056
18.83
... 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.
66
1406
21.31
... 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.
714.5
6090312
8523.88
... 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.
430.7
4643583
10781.48
... More
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 power roller, 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 Carted earth for making up berms with conveyance of 5 Km complete as directed by the departmental officers as per clause 111, 112, 301, 305 & 900 of MORT&H Specification (Fifth Revision)
3262.8
776676
238.04
... 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 MORTH & H specification no 804).
3
6591
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).
16
9194
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 culvert 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 of size 2m x 2m at Km 2/2.
10.8
3057
283.14
... More
Dismantling the RCC Slab existing Slab Culvert 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 of size 2m x 2m at Km 2/2.
5.1
21974
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 AND PROTECTIVE WORKS.
-
-
-
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i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
82.8
20411
246.52
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
488.6
120449
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.
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
4.4
24707
5615.31
... More
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 of size 2m x 2m at Km 2/2.
27.4
333143
12158.52
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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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for FOOTINGS OF WING WALL OF BOX CULVERT AND PROTECTIVE WORKS. (BELOW SILL).
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
9.8
63493
6478.89
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
97.9
633369
6469.56
... 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 STEM OF WING WALL OF BOX CULVERT AND PROTECTIVE WORKS. (BELOW SILL).
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
17.7
144223
8148.21
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
204.8
1817178
8872.94
... 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 STEM OF WING WALL OF BOX CULVERT AND PROTECTIVE WORKS. (ABOVE SILL).
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
18.8
189865
10099.22
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
85.1
897677
10548.5
... More
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 AND PROTECTIVE WORKS.
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
1.1
12343
11221.25
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
51.2
565734
11049.5
... 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.
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
1.87
178789
95609.27
... More
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 PROTECTIVE WORKS.
-
-
-
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
66.2
11750
177.5
... 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 AND PROTECTIVE WORKS. (Labour Charges only).
-
-
-
... More
i) Construction of Box Culvert of size 2m x 2m at Km 2/2.
61.2
2622
42.85
... More
ii) Construction of Protective Works at Km 0/2, 0/10, 1/6, 1/10, 2/2, 2/4, 2/8 & 3/4.
405.7
17384
42.85
... 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
-
29236319.84
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GST 18% for above SubTotal Amount
1
5262537
5262537.57
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Total in Figures (SubTotal + GST)
-
34498857
-
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