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 Date12 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 4,20,35,000
Technical
Technical
Financial
Class Of Bidder
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Class-I, specifically a Registered Class-I Tenderer in Tamil Nadu Highways Department with a Digital Signature certificate (DSC), or alternatively Class I State level / Circle level in Tamilnadu Highways Department.
Bid Capacity
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The formula for bid capacity is: Assessed Available Bid Capacity = (A x N x 2)-B Where A is Maximum value of construction works executed in any one year during the last five years (updated to the current price level) B is Value at current price level of the existing commitments and ongoing works to be completed during the next 5 months N is Number of years prescribed for completion of the works for which the bids are invited.
Technical Capacity
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The required prior work experience for the bidder includes:
- 1 year experience for B.E. Civil Engineering (or) Equivalent degree holder
- 5 years experience for Diploma in Civil Engineering holder
- Retired SDO / AEE/ ADE or retired Junior Engineer The bidder should have successfully completed at least one contract of similar nature with a value of at least 40% of the proposed contract in any one year within the last five years. The value of the contract applied for is Rs.168.14 Lakhs, and the bidder should have achieved an average annual turnover of at least 40% of this value over the last five years. The bidder should demonstrate experience in similar nature of work, including quantities such as:
- Earthwork: 4118.10 m3 (completed) and 1647.24 m3 (minimum required)
- Gravel Soling, GSB: 233.90 m3 (completed) and 93.56 m3 (minimum required)
- WMM, CRM: 2895.80 m3 (completed) and 1158.32 m3 (minimum required)
- Prime coat, Tack coat: 36093.60 m2 (completed) and 14437.44 m2 (minimum required)
- BM, DBM: 900.50 m3 (completed) and 360.20 m3 (minimum required)
- BC, SDBC: 548.10 m3 (completed) and 219.24 m3 (minimum required)
- CC, VCC, VRCC: 1003.94 m3 (completed) and 401.58 m3 (minimum required)
- Steel: 21.25 MT (completed) and 8.50 MT (minimum required) The bid capacity to execute the work should be greater than Rs.420.35 Lakhs, and the bidder should have access to or have available liquid assets of not less than 10% of the contract applied for, which is Rs.42.04 Lakhs.
Costs
EMD
₹ 2,21,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union / Panchayat Roads To Other District Roads Slm-17
Description
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Contact
Tender Id
2025_HWAY_544591_1Tender No
TN.No.04 /2025-2026 / SDO/Dated.07.04.2025-2Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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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.
2895.8
2133
6179608.24
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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.
17953.2
84
1511838.97
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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.
17953.2
19
355832.42
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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.
187.2
22
4210.13
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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.
900.5
9108
8202096.19
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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.
538.7
11865
6391907.14
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Providing and laying Bituminous Concrete to 50mm thick using 0.22cum of 26.50-13.20mm, 0.24cum of 13.20 - 2.36mm and 0.26 cum of 2.36mm and below IRC HBG metal with 62.40 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 50mm 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.
9.4
11348
106673.46
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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 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)
2976.9
238
708621.28
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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
2197
8788
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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).
18
574
10343.7
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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.
60
1220
73213.2
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Vibrated Cement concrete grade M30 Design mix, using 20mm, 12mm, 6mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site and 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 2702.2 of MORT&H Specification (Fifth Revision) for WEARING COAT OF 75MM UNIFORM THICKNESS OVER DECK SLAB.
112.5
693
78069.38
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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) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
148.8
283
42131.23
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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) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
950.4
246
234292.61
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
190.8
246
47036.02
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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) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
44.8
5388
241410.62
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Vibrated Reinforced cement concrete of grade M-25 (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) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
311.4
10907
3396639.1
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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 RETAINING WALL.
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
86
6249
537469.04
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
47.7
6246
297948.51
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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 STEM OF WING WALL OF BOX CULVERT AND RETAINING WALL. (BELOW SILL).
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
170.7
7953
1357609.53
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
84.9
7941
674218.92
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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 STEM OF WING WALL OF BOX CULVERT AND RETAINING WALL. (ABOVE SILL).
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
159.4
9573
1526012.71
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
70.5
10038
707702.27
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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 AND RETAINING WALL.
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
11.5
10782
123996.68
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
8.6
11494
98849.26
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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 clause 1600 of MORT&H Specifications (Fifth Revision) for BOX CULVERT.
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
21.25
95609
2031696.99
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Refilling behind body 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 RETAINING WALL. (Labour Charges only).
-
-
-
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i) Reconstruction of Box Culvert at Km 0/8, 1/8, 2/0, 2/2, 2/6, 3/6, 4/0 & 4/4.
519.5
37
19543.59
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
209.3
37
7873.87
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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 THE ABUTMENTS AND WINGS FOR RETAINING WALL.
-
-
-
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ii) Construction of Retaining wall works at Km 1/4, 2/0.
30.6
192
5890.5
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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
35620441
-
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GST 18% for above SubTotal Amount
1
6411679
6411679
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Total Value put to Tender
1
42032120
-
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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)
-
-
42032120
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
-
-
-
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