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₹ 2,67,70,000
Costs
EMD
₹ 1,44,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_481375_1Bid Award Id
ViewTender No
TN.No.07/2024-2025 / SDO/Dated.21.08.2024-6Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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) - 97 % Compaction.
394
154964
393.31
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 charges, materials, tools, equipments and all incidental charges, removal of 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, complete as directed by the departmental officers as per clause 111, 112, 301, 305 & 900 of MORT&H Specification (Fifth Reivision) FOR BOXING including conveyance of cut earth away from the site with average lead.
34.1
6213
182.21
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 111, 112, 401 & 900 of MORTH Specification for grading-V Material.
289.7
567600
1959.27
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.
1713.4
3832224
2236.62
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.
6853.6
560967
81.85
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.
6853.6
129533
18.9
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.
150
3210
21.4
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.
343.3
2958463
8617.72
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.
210.2
2296403
10924.85
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).
1
2197
2197
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).
7
4022
574.65
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)
1635.5
389216
237.98
Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller compaction, watersprionkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.
34.1
907
26.62
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.
56
68332
1220.22
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
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.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
18
5096
283.14
Dismantling the Reinforced cement concrete using deploying machineries 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.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
10.5
45241
4308.7
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 PCC RETAINING WALL.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
893.6
220290
246.52
ii) Construction of PCC Retaining wall at Km 0/2.
335.4
82682
246.52
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.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
38.5
214940
5582.87
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.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
227.2
2591970
11408.32
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.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
15.4
1472382
95609.27
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 PCC RETAINING WALL. (BELOW SILL).
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
95.7
616971
6446.93
ii) Construction of PCC Retaining wall at Km 0/2.
83.9
540633
6443.78
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 PCC RETAINING WALL. (BELOW SILL).
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
157.1
1322566
8418.63
ii) Construction of PCC Retaining wall at Km 0/2.
162.1
1274950
7865.21
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 PCC RETAINING WALL. (ABOVE SILL).
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
137.1
1438657
10493.49
ii) Construction of PCC Retaining wall at Km 0/2.
142.7
1439095
10084.76
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 PCC RETAINING WALL.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
8.4
93170
11091.71
ii) Construction of PCC Retaining wall at Km 0/2.
13.4
156699
11693.99
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 PCC RETAINING WALL.
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
37.8
6709
177.5
ii) Construction of PCC Retaining wall at Km 0/2.
72.6
12886
177.5
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 PCC RETAINING WALL. (Labour Charges only).
-
-
-
i) Construction of Box Culvert at Km 0/2 (i), 0/2 (ii), 0/8 (i), 0/8 (ii), 0/10, 1/2 & 1/4.
517.3
22166
42.85
ii) Construction of PCC Retaining wall at Km 0/2.
389.9
16707
42.85
Filling behind Retaining wall 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 PCC RETAINING WALL.
-
-
-
ii) Construction of PCC Retaining wall at Km 0/2.
76.4
17461
228.55
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
22682972.93
GST 18% for above SubTotal Amount
1
4082935
4082935.13
Total in Figures (SubTotal + GST)
-
26765908
-
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