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₹ 2,93,50,000
Technical
Technical
Financial
Additional Eligibility
Class Of Bidder
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Class I
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 the Maximum value of construction works executed in any one year during the last five years, B is the Value at current price level of the existing commitments and ongoing works to be completed during the 3 Months, and N is the 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 experience in Machanised granular pavement construction, construction of asphaltic overlays, and construction of Bridge Works, including those with Open Foundations. The bidder should have completed similar works, but the exact percentage of similar works completed is not specified. However, the bidder is required to provide details of their experience in similar contracts, including the value of the total contract and the quantities of major items of work. The bidder should have achieved an average annual turnover of at least 40% of the value of the contract applied for, which is Rs. 117.40 Lakhs, over the last five years. Additionally, the bidder should have successfully completed at least one contract with a value of at least 40% of the proposed contract, which is Rs. 117.40 Lakhs, in any one year within the last five years. The proposed contract value is Rs. 293.50 Lakhs. The bidder should also demonstrate access to liquid assets of at least Rs. 29.35 Lakhs and have a bid capacity to execute the work of more than Rs. 293.50 Lakhs. Furthermore, the bidder should have completed a minimum quantity of works in any one year during the last five years, including earthwork (1243 cum), GSB (421 cum), WMM/WBM (1021 cum), BM/DBM (210 cum), BC/SDBC/CGPC/PCSC (127 cum), and CC/VCC/VRCC (294 cum). The value of similar works completed is not specified, but the bidder is required to provide the value of the total contract for each similar contract they have completed. The percentage of similar works completed is also not specified, but the bidder should have completed at least one contract with a value of at least 40% of the proposed contract in any one year within the last five years.
Costs
EMD
₹ 1,57,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Panchayat Union /panchayat Roads To Other District Roads Try-9
Description
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Contact
Tender Id
2025_HWAY_541389_3Tender No
TN.No.03/2025-26/SDO/TRY-NRRTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and laying, spreading and compacting graded stone aggregate Wet mix macadam specification including pre-mixing the material with water at OMC in base mix plant (Pugmill) carriage of mixed material by tipper to site and laying in uniform layers in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H Vth Revision 111, 112, 406, 900
2553.14
2237
5713289.04
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Providing and laying of Prime coat using Emulsion bitumen (SS1 ) at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900
10212.54
84
859180.99
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Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 2.50 Kg./ 10 Sqm. over the Primed surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
10212.54
19
202106.17
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Providing and laying of tack coat using Emulsion bitumen (RS1 ) at the rate of 2.00 Kg./ 10 Sqm. over the Existing BT surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900
262.5
27
7305.38
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Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk (VG 30) bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORTH Vth Revision 111, 112, 501, 504, 900
523.81
9209
4824038.67
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Providing and laying 30 mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen (VG 30) as per MORT & H Vth Revision 111, 112, 501 507 900
316.57
11958
3785806.81
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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for making up low berms as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
2336.8
238
556228.5
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Supply and fixing of Kilometre stone of standard design and drawing as per IRC :8-1980 (Second revision), including painting and numbering etc., and all other incidental charges etc complete.
2
2197
4394
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Supply and fixing of Hectometre stone of standard design and drawing as per IRC :26-1967 including painting and numbering etc., and all other incidental charges etc complete.
11
574
6321.15
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FOR CONSTRUCTION OF BOX CULVERT
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-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailingout water shoring strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.
13.02
123
1604.85
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION as per MORTH Vth Revision 304.
51.55
246
12708.11
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Plain cement concrete M15 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for LEVELLING COURSE BELOW FOUNDATION as per MORTH Vth Revision 1000, 1500, 1700, 2100.
4.22
6037
25476.14
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Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm and 12mm ISS HBG graded metal including cost and conveyance of all materials to work site,, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BOX CULVERT BASE SLAB, SIDE WALLS AND TOP SLAB as per MORTH Vth Revision 1000, 1500, 1700, 2100.
25.33
11193
283518.69
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Supply and fabrication of steel grade Fe-500 required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills,hoisting and 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 standard specification upto 16mm dia & Above 16mm dia as per MORTH Vth Revision 1000, 1600.
1.77
95609
169419.63
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Vibrated Cement Concrete M30 (Design mix) with surface reinforcement using 20mm 12mm and 6mm ISS HBG graded metal including cost and conveyance of all materials to work site, but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2
15.75
721
11365.2
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for FOUNDATION OF RETURN WALL (BELOW SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
18.5
7797
144244.5
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Vibrated cement concrete M20 Grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for RETURN WALL (ABOVE SILL LEVEL) as per MORTH Vth Revision 1000, 1500, 1700, 2100.
10.14
9603
97374.42
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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, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
0.95
11098
10543.1
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Filling the trench with carted earth including cost and conveyance of material 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 Box culvert, Side wall as per MORTH V Revision 304
7.33
225
1649.69
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORTH V 2706
12
192
2310
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Collection and supply of carted earth including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for Formation Diversion Road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900
195
238
46415.85
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CONSTRUCTION OF PCC RETAINING WALL
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-
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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges such as bailing out water, sheeting, shoring and bracing and their subsequent removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for FOUNDATION OF RETAINING WALL as per MORTH Vth Revision 304.
510.6
246
125873.11
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Vibrated cement concrete M20 Grade (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BASE SLAB AND BODY WALL OF RETAINING WALL (Below Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
375.38
7185
2697300.5
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Vibrated cement concrete M20 Grade (Nominal mix ) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for BODY WALLOF RETAINING WALL (Above Sill Level). as per MORTH Vth Revision 1000, 1500, 1700, 2100.
279.04
9265
2585539.99
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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, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PARAPET as per MORTH Vth Revision 1000, 1500, 1700, 2100.
21.26
12099
257239.41
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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700
282.9
192
54458.25
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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
24867856
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GST 18% for above SubTotal Amount
1
4476214
4476214.1
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Total in Figures (SubTotal + GST)
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-
29344070.24
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