National Bank For Agriculture And Rural Development Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date21 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 5,71,21,000
Costs
EMD
₹ 2,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HWAY_273929_1Bid Award Id
ViewTender No
12 / 2022-2023 / SDOTender 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
BOQ Items
Construction of Granular sub-base Grade-V 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 MORT&H Vth rev
-
-
-
Road A
1325
-
1388.04
Road B
927
-
1410.04
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the 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
-
-
-
Road A
2208
-
1782.36
Road B
1592
-
1782.36
Providing and laying of prime coat over WBM/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, 502, 900 of MORTH Rev.5
-
-
-
Road A
8830
-
77.86
Road B
6366
-
77.84
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per 10sqm 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, 503, 900 of MORTH Rev-5.
-
-
-
Road A
8830
-
18.46
Road B
6366
-
18.46
Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate 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 section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause111, 112, 504, 900 of MORTH.Rev.5
-
-
-
Road A
442
-
8596.8
Road B
319
-
8589.2
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 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 507, 900 of MORTH Rev-5.
-
-
-
Road A
265
-
11455.28
Road B
191
-
11442.38
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for side berms as per clause No.304, 305 of MORT&H Vth rev
-
-
-
Road A for 2 KM Lead
4230
-
187.45
Road B for 1 KM Lead
2512
-
160.88
Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
-
-
-
Road A
12
-
256
Road B
7
-
256
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 MORT&H specification No.805).
-
-
-
Road A
2
-
906
Road B
1
-
906
Provision for Scheme Board more than 0.90 sqm as per SI.NO.3(II) of BOI meeting date 14.08.2019 as per MORHT Spec.801
-
-
-
Road A
1
-
11805
Road B
1.08
-
11805
Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc. complete. as per MORTH spec.202
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
12
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.111, 112, 202
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
58
-
244
Dismantling the Plain Cement Concrete in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.202
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
45
-
419
SUB ESTIMATE - SINGLE CELL BOX CULVERT
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 out 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 for FOUNDATIO OF BOX CULVERT MORHT No. 111, 112, 304
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
236
-
263
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course MORHT No.1000,1500,1700, 2100 & 2200
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
32
-
5539
Vibrated Cement Concrete of grade M-20 Nominal Mix (1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
158
-
7975
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 MORT&H specification No.1600
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
6.3
-
93230
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700, 2200 & 2300
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
95
-
10733
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
52
-
666.3
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No. 2706
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
90
-
177.5
Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100 mm dia drainage spout projecting atleast 600mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of galvanised iron pipes and flats and fixing them in position etc. complete as per MORT&H specification No.1000
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
6
-
2271
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 including cost and conveyance of gravel 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, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.1000
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
57
-
336
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No.304
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
702
-
106.25
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 1&5 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
1569
-
187.45
Construction of Granular sub-base Grade-V 150mm thick 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
-
-
-
Road A-Box Culvert at Km 2/2,2/6,2/950
203
-
1388.04
Sub Estimate - Two cell Box Culvert Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc. complete. as per MORTH spec. 202
-
-
-
Road B
45
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec. 111, 112, 202
-
-
-
Road B
47
-
244
Dismantling the plain cement concrete in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec. 202
-
-
-
Road B
36
-
419
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 out 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 for FOUNDATIO OF BOX CULVERT MORHT No. 111, 112, 304
-
-
-
Road B
106
-
263
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course MORHT No.1000,1500,1700 & 2100, 2200
-
-
-
Road B
21
-
5644
Vibrated Cement Concrete of grade M-20 Nominal Mix (1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road B
78
-
7928
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary 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 MORT&H specification No.1600
-
-
-
Road B
7
-
93230
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700,2200 & 2300
-
-
-
Road B
79
-
10109
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road B
41
-
674.4
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No.2706
-
-
-
Road B
30
-
177.5
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 including cost and conveyance of gravel 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, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.304, 305, 1000
-
-
-
Road B
23
-
309
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No. 111, 112, 304
-
-
-
Road B
459
-
106.25
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 1 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
-
-
-
Road B
475
-
160.88
Construction of Granular sub-base Grade-V 300mm thick 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, 112,900, 401
-
-
-
Road B
57
-
1410.04
SUB ESTIMATE RETAINING WALL 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 out 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 for Foundation of Retaining wall as per clause No.304 of MORT&H Vth rev
-
-
-
Road A - AT km 0/0-1/0
614
-
241
Road A - AT km 1/0-2/0
693
-
241
Road B - At km 0/8
159
-
241
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Footing of Retaining wall as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev
-
-
-
Road A - AT km 0/0-1/0
123
-
5750
Road A - AT km 1/0-2/0
139
-
5734
Road B - At km 0/8
40
-
5838
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Retaining wall as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road A - AT km 0/0-1/0
425
-
8206
Road A - AT km 1/0-2/0
485
-
8187
Road B - At km 0/8
139
-
8619
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
-
-
-
Road A - AT km 0/0-1/0
144
-
177.5
Road A - AT km 1/0-2/0
180
-
177.5
Road B - At km 0/8
40
-
177.5
SUB ESTIMATE: CC PAVEMENT Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top of CC Pavement as per clause No. 1000, 1700, 1500, 2702 of MORT&H Vth rev
-
-
-
Road A - AT km CH-0-540 M
2547
-
668.7
Road A - AT km CH-1100-1210 M
495
-
667.5
SUB ESTIAMTE Toe WALL 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 out 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 for Foundation of Toe wall as per clause No.304 of MORT&H Vth rev
-
-
-
Road B - At km 0/2 - 0/10
376
-
241
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Base course of Toe wall as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev
-
-
-
Road B - At km 0/2 - 0/10
157
-
5838
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Body wall of Toe wall as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road B - At km 0/2 - 0/10
418
-
8975
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
48407617.87
GST 18% for above SubTotal Amount
1
-
8713371.22
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements