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 Date20 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 2,91,49,000
Costs
EMD
₹ 1,56,000Document 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
2024_HWAY_485528_1Bid Award Id
ViewTender No
TN.No.14 / SI.No.03 / 2024-2025 / 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
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)
10733
871626
81.21
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)
10733
200385
18.67
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)
537
4417351
8225.98
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)
322
3349846
10403.25
Carted earth including cost and conveyance an average lead 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.
2558
608804
238
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 26-1967 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
11
6321
574.65
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)
2
4394
2197
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
1.08
12749
11805
SUB ESTIMATE - Box Culvert
Dismantling the the existing Plain Cement concrete in the existing causeway / bridges 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.(Specification No.111,112,202.)
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
41.5
20177
486.2
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
24
11668
486.2
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
24
11668
486.2
Dismantling the the existing RCC Cement concrete in the existing causeway / bridges 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.(Specification No.111,112,202.)
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
11.5
49550
4308.7
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
4
17234
4308.7
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
4
17234
4308.7
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.)
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
381
93924
246.52
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
66.5
16393
246.52
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
66.5
16393
246.52
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
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
14
86665
6190.37
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
5
31010
6202.08
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
5
31068
6213.78
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
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
130.5
1478777
11331.63
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
29.5
351656
11920.57
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
29.5
352001
11932.27
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.
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
10.3
984775
95609.27
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
1.95
186438
95609.27
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
1.95
186438
95609.27
Supply and fabrication of steel grade Fe-240D 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.
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
0.37
35375
95609.27
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
0.09
8604
95609.27
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
0.09
8604
95609.27
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.
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
71
52076
733.47
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
17.5
12851
734.36
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
17.5
12866
735.25
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
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
139.5
1055210
7564.23
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
27.5
225699
8207.27
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
27.5
226021
8218.97
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
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
5
53409
10681.89
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
1.5
16848
11232.09
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
1.5
16865
11243.79
Providing and laying of filter media with granular materials /stone crushed aggregates satisfiying the requirements laid douwn in clusae 2504.2.2 of MORTH specification to a thichness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4 and IRC 78- 2000-13.10
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
50.5
70130
1388.73
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
15
20961
1397.4
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
15
21091
1406.07
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
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
26
4615
177.5
Single Cell Box Culvert 2.00 x 1.50 @Km 0/6
6.5
1153
177.5
Single Cell Box Culvert 2.00 x 1.50 @Km 1/10
6.5
1153
177.5
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)
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
269
64022
238
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.
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
28.5
53507
1877.47
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)
-
-
-
Triple Cell Box Culvert 3.00 x3.00 @Km.0/2
28.5
59003
2070.31
SUB ESTIMATE: RETAINING WALL Earthwork excavation in soft disintegrated 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 RETAINING WALLS.
-
-
-
Km 0/10
81
23438
289.37
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 Foundation of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/10
16.5
105455
6391.26
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 below Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/10
38
297658
7833.11
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 Above Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/10
26
238769
9183.43
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 over the Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/10
4
45782
11445.63
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
-
-
-
Km 0/10
14
2485
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
24702272.91
GST 18% for above SubTotal Amount
1
4446409
4446409.12
Total in Figures (SubTotal + GST)
-
29148682
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements