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 Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 6,39,48,000
Costs
EMD
₹ 3,30,000Document 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_406786_1Bid Award Id
ViewTender No
TN.No.36/SI.No.28/ 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
3960
21384
5.4
Road D
1854
10011
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
3200
63584
19.87
Road B
2028
40296
19.87
Road C
2844
56510
19.87
Road D
1297
25771
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
2400
4283040
1784.6
Road B
1521
2714376
1784.6
Road C
2133
3806551
1784.6
Road D
973
1721441
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
9599
724244
75.45
Road B
6084
459159
75.47
Road C
8530
643673
75.46
Road D
3891
293614
75.46
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
9599
162703
16.95
Road B
6084
103184
16.96
Road C
8530
144668
16.96
Road D
3891
65991
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
480
3774364
7863.26
Road B
305
2398294
7863.26
Road C
427
3357612
7863.26
Road D
195
1529720
7844.72
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
288
2930595
10175.68
Road B
183
1862149
10175.68
Road C
256
2604974
10175.68
Road D
117
1188246
10155.95
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
2763
462774
167.49
Road B
1577
264131
167.49
Road C
2170
363453
167.49
Road D
1020
170839
167.49
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
11
2816
256
Road B
7
1792
256
Road C
10
2560
256
Road D
5
1280
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
1
906
906
Road C
2
1812
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
316
86615
274.1
Road A - Single Cell 2x2 at Km 2/5
79
21653
274.1
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
158
43307
274.1
Road B - Single Cell 2x2 at Km 0/6
79
21653
274.1
Road C - Single Cell 2x2 at Km 0/4
79
21653
274.1
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
158
43307
274.1
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
316
86615
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
20
112464
5623.23
Road A - Single Cell 2x2 at Km 2/5
5
27723
5544.69
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
10
57176
5717.6
Road B - Single Cell 2x2 at Km 0/6
5
28666
5733.33
Road C - Single Cell 2x2 at Km 0/4
5
28509
5701.87
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
10
57176
5717.6
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
20
114666
5733.33
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
31
180015
5806.95
Road A - Single Cell 2x2 at Km 2/5
8
45237
5654.69
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
16
92540
5783.8
Road B - Single Cell 2x2 at Km 0/6
8
46396
5799.53
Road C - Single Cell 2x2 at Km 0/4
8
46173
5771.67
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
16
92598
5787.4
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
31
183428
5917.04
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
107
864078
8075.5
Road A - Single Cell 2x2 at Km 2/5
27
218984
8110.54
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
54
441317
8172.55
Road B - Single Cell 2x2 at Km 0/6
27
221083
8188.28
Road C - Single Cell 2x2 at Km 0/4
27
220234
8156.82
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
54
441317
8172.55
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
107
876145
8188.28
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
127
1433636
11288.48
Road A - Single Cell 2x2 at Km 2/5
32
362238
11319.94
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
64
728439
11381.86
Road B - Single Cell 2x2 at Km 0/6
32
364722
11397.58
Road C - Single Cell 2x2 at Km 0/4
32
363716
11366.13
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
64
728439
11381.86
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
127
1447492
11397.58
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
9
853238
94804.27
Road A - Single Cell 2x2 at Km 2/5
2.1
199088
94804.27
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
4.2
398177
94804.27
Road B - Single Cell 2x2 at Km 0/6
2.1
199088
94804.27
Road C - Single Cell 2x2 at Km 0/4
2.1
199088
94804.27
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
4.2
398177
94804.27
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
9
853238
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
69
46830
678.7
Road A - Single Cell 2x2 at Km 2/5
18
12259
681.1
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
35
24006
685.9
Road B - Single Cell 2x2 at Km 0/6
18
12367
687.1
Road C - Single Cell 2x2 at Km 0/4
18
12324
684.7
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
35
24006
685.9
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
69
47409
687.1
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
52
13384
257.4
Road A - Single Cell 2x2 at Km 2/5
13
3346
257.4
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
26
6692
257.4
Road B - Single Cell 2x2 at Km 0/6
13
3346
257.4
Road C - Single Cell 2x2 at Km 0/4
13
3346
257.4
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
26
6692
257.4
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
52
13384
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
645
108031
167.49
Road A - Single Cell 2x2 at Km 2/5
103
17251
167.49
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
206
34502
167.49
Road B - Single Cell 2x2 at Km 0/6
103
17251
167.49
Road C - Single Cell 2x2 at Km 0/4
103
17251
167.49
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
206
34502
167.49
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
411
68838
167.49
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
68
103301
1519.14
Road A - Single Cell 2x2 at Km 2/5
17
25825
1519.14
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
34
48410
1423.85
Road B - Single Cell 2x2 at Km 0/6
17
24205
1423.85
Road C - Single Cell 2x2 at Km 0/4
17
24504
1441.45
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
34
49009
1441.45
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
68
98018
1441.45
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 0/2 , Km 0/4 , Km 0/6 & Km1/0.
68
121352
1784.6
Road A - Single Cell 2x2 at Km 2/5
17
30338
1784.6
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4
34
60676
1784.6
Road B - Single Cell 2x2 at Km 0/6
17
30338
1784.6
Road C - Single Cell 2x2 at Km 0/4
17
30338
1784.6
Road C - Single Cell 2x2 at Km 0/8 & Km 1/2
34
60676
1784.6
Road C - Single Cell 2x2 at Km 1/8 ,Km 2/2 (i), Km 2/2 (ii),Km 2/2 (iii)
113
201659
1784.6
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 B - Km 0/6
90
22689
252.1
Road C - Km 1/2
118
29747
252.1
Road D - Km 0/6
195
49159
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 B - Km 0/6
18
106506
5917.04
Road C - Km 1/2
24
141631
5901.31
Road D - Km 0/6
39
227697
5838.4
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 B - Km 0/6
73
566783
7764.16
Road C - Km 1/2
98
761366
7769.05
Road D - Km 0/6
161
1236069
7677.45
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 B - Km 0/6
17
3017
177.5
Road C - Km 1/2
23
4082
177.5
Road D - Km 0/6
38
6745
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
54192806.68
GST 18% for above SubTotal Amount
1
9754705
9754705.2
Total in Figures (SubTotal + GST)
-
63947511
-
Evaluation Notes How It Works ?
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