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 Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,66,58,000
Costs
EMD
₹ 2,93,500Document 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
2024_HWAY_406794_1Bid Award Id
ViewTender No
TN.No.36/SI.No.30/ 2023-2024 / 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
Road C
2970
16038
5.4
Road D
1710
9234
5.4
Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification MORTH Rev.V 202.
-
-
-
Road A
2536
50390
19.87
Road B
2729
54225
19.87
Road C
2155
42819
19.87
Road D
1379
27400
19.87
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Road A
1902
3394309
1784.6
Road B
2047
3621572
1769.21
Road C
1617
2885698
1784.6
Road D
1034
1829363
1769.21
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 502 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,502,900)
-
-
-
Road A
7608
574023
75.45
Road B
8187
617872
75.47
Road C
6465
487978
75.48
Road D
4136
312185
75.48
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
-
-
-
Road A
7608
128955
16.95
Road B
8187
138851
16.96
Road C
6465
109646
16.96
Road D
4136
70146
16.96
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size 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 20-30ton 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 and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
-
-
-
Road A
380
2988038
7863.26
Road B
410
3216335
7844.72
Road C
324
2547696
7863.26
Road D
207
1624271
7846.72
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 507 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,507,900)
-
-
-
Road A
229
2330230
10175.68
Road B
246
2498363
10155.95
Road C
194
1974081
10175.68
Road D
125
1269918
10159.35
Carted earth including cost and conveyance an average lead of 3 km to worksite and stackong them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side Berms in accordance with standard Specifications as per MORT&H Vth Rev., 111, 112 408 &900.
-
-
-
Road A
2361
395443
167.49
Road B
2569
534429
208.03
Road C
1646
364671
221.55
Road D
1292
268774
208.03
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
9
2304
256
Road B
8
2048
256
Road C
8
2048
256
Road D
4
1024
256
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
2
1812
906
Road B
2
1812
906
Road C
1
906
906
Road D
1
906
906
Providing and erecting of Direction and Place Identification Retro-reflectorised 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 thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm 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 be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For sign having area more than 0.9sq.m) Type-IV
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Road C
1.08
12749
11805
Road D
1.08
12749
11805
SUB ESTIMATE - Box Culvert
Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Single Cell 2x2 at Km 0/6
79
21653
274.1
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
157.88
43274
274.1
Road B - Single Cell 2x2 at Km 0/6
79
21653
274.1
Road C - Single Cell 2x2 at Km 1/0
79
21653
274.1
Road D - Single Cell 2x2 at Km 1/0
79
21653
274.1
Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200
-
-
-
Road A - Single Cell 2x2 at Km 0/6
4.78
27029
5654.69
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
9.56
54359
5686.14
Road B - Single Cell 2x2 at Km 0/6
5
28666
5733.33
Road C - Single Cell 2x2 at Km 1/0
5
28823
5764.78
Road D - Single Cell 2x2 at Km 1/0
5
28745
5749.05
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/6
7.6
44371
5838.4
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
15.2
89221
5869.86
Road B - Single Cell 2x2 at Km 0/6
8
46425
5803.13
Road C - Single Cell 2x2 at Km 1/0
8
46676
5834.58
Road D - Single Cell 2x2 at Km 1/0
8
46550
5818.85
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/6
26.66
216131
8106.95
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
53.32
433940
8138.41
Road B - Single Cell 2x2 at Km 0/6
27
221083
8188.28
Road C - Single Cell 2x2 at Km 1/0
27
221932
8219.73
Road D - Single Cell 2x2 at Km 1/0
27
221402
8200.09
Vibrated Reinforced Cement concrete in M25 using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Road A - Single Cell 2x2 at Km 0/6
31.54
357000
11318.96
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
63.08
715983
11350.4
Road B - Single Cell 2x2 at Km 0/6
32
361858
11308.08
Road C - Single Cell 2x2 at Km 1/0
32
366280
11446.27
Road D - Single Cell 2x2 at Km 1/0
32
365777
11430.55
Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
Road A - Single Cell 2x2 at Km 0/6
2.09
198046
94804.27
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
4.18
396281
94804.27
Road B - Single Cell 2x2 at Km 0/6
2.1
199088
94804.27
Road C - Single Cell 2x2 at Km 1/0
2.1
199088
94804.27
Road D - Single Cell 2x2 at Km 1/0
2.1
199088
94804.27
Vibrated cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road A - Single Cell 2x2 at Km 0/6
17.16
11687
681.1
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
34.32
23457
683.5
Road B - Single Cell 2x2 at Km 0/6
18
12367
687.1
Road C - Single Cell 2x2 at Km 1/0
18
12411
689.5
Road D - Single Cell 2x2 at Km 1/0
18
12389
688.29
Dismantling the existing Stone masonry in the existing damaged pipe culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete, (Specification No.111,112,202.)
-
-
-
Road A - Single Cell 2x2 at Km 0/6
12.76
3284
257.4
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
25.52
6568
257.4
Road B - Single Cell 2x2 at Km 0/6
13
3346
257.4
Road C - Single Cell 2x2 at Km 1/0
13
3346
257.4
Road D - Single Cell 2x2 at Km 1/0
13
3346
257.4
Carted earth with lead of including cost of 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 back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. for Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
Road A - Single Cell 2x2 at Km 0/6
103
17251
167.49
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
206
34502
167.49
Road B - Single Cell 2x2 at Km 0/6
103
21427
208.03
Road C - Single Cell 2x2 at Km 1/0
103
22819
221.55
Road D - Single Cell 2x2 at Km 1/0
103
21427
208.03
Construction of Granular Sub-Base Grade V of 200mm 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 401 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
Road A - Single Cell 2x2 at Km 0/6
16.88
24925
1476.65
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
33.76
49851
1476.65
Road B - Single Cell 2x2 at Km 0/6
17
24626
1448.59
Road C - Single Cell 2x2 at Km 1/0
17
25626
1507.45
Road D - Single Cell 2x2 at Km 1/0
17
25299
1488.19
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam , including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Road A - Single Cell 2x2 at Km 0/6
16.88
30124
1784.6
Road A - Single Cell 2x2 at Km 1/8 & Km 2/0
33.76
60248
1784.6
Road B - Single Cell 2x2 at Km 0/6
17
30076
1769.21
Road C - Single Cell 2x2 at Km 1/0
17
30338
1784.6
Road D - Single Cell 2x2 at Km 1/0
17
30076
1769.21
SUB ESTIMATE - PCC Retaining wall
Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 for foundation of BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Km 1/6
94
23697
252.1
Road B - Km 0/8
342
86218
252.1
Road C - Km 0/6
171
43109
252.1
Road D - Km 0/6
296
74621
252.1
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Footing of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 1/6
19
111228
5854.13
Road B - Km 0/8
86
508865
5917.04
Road C - Km 0/6
35
208197
5948.49
Road D - Km 0/6
74
439024
5932.77
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Stem of Retaining wall and Parapet as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Km 1/6
76.42
589557
7714.7
Road B - Km 0/8
303
2411225
7957.84
Road C - Km 0/6
140
1087116
7765.12
Road D - Km 0/6
263
2099405
7982.53
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.00m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc., complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
Road A - Km 1/6
18
3195
177.5
Road B - Km 0/8
156
27690
177.5
Road C - Km 0/6
32
5680
177.5
Road D - Km 0/6
135
23962
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
48014627.51
GST 18% for above SubTotal Amount
1
8642632
8642632.95
Total in Figures (SubTotal + GST)
-
56657260
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements