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
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date
8 Jan 2024Closing Date
23 Jan 2024Tender Amount
₹ 6,33,65,000Costs
EMD
₹ 3,27,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406807_1Bid Award Id
ViewTender No
TN.No.36/SI.No.34/ 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 A
3428
68114
19.87
Road B
5193.58
103196
19.87
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 Specification Number as per MORTH Rev.V 111,112,406,900.
-
-
-
Road A
2571
4706806
1830.73
Road B
3896
7132524
1830.73
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 Specification Number as per MORTH Rev.V 111,112,502,900
-
-
-
Road A
10284
777367
75.59
Road B
15581
1177300
75.56
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 Specification Number as per MORTH Rev.V 111,112,503,900.
-
-
-
Road A
10284
174828
17
Road B
15581
264877
17
Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.20-2.36mm 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 Specification Number as per MORTH Rev.V 111,112,504,900
-
-
-
Road A
514.21
4088802
7951.62
Road B
780
6193215
7940.02
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 Specification Number as per MORTH Rev.V 111,112,507,900.
-
-
-
Road A
308.53
3174912
10290.45
Road B
468
4806711
10270.75
Carted earth including cost and conveyance an average lead of 2 km to worksite and stacking 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 MORTH Vth Rev., 304,305
-
-
-
Road A
2425.1
438967
181.01
Road B
3779
684036
181.01
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting 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 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm 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 painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm 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 co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. 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 0.95qm) TYPE -IV
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-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Providing R.C.C M-15 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
10
2560
256
Road B
17
4352
256
Providing R.C.C M-15 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
1812
906
Road B
4
3624
906
RCC Box Culvert
Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR Stone Masonry as per MORT & H specification 111,112,202
-
-
-
Road B Km.0/6 (2.0X2.0)
12.76
3284
257.4
Road B Km.2/10 (2.0X2.0)
12.76
3284
257.4
Earth work excavation in all classes of soil except hard rock 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 shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION of Box Culvert and wing wall as per section 111,112,304 of MORTH Rev.5
-
-
-
Road B Km.0/6 (2.0X2.0)
79
21653
274.1
Road B Km.2/10 (2.0X2.0)
79
21653
274.1
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT as per section 1000,1500,1700,2100,2200 of MORTH Rev.5
-
-
-
Road B Km.0/6 (2.0X2.0)
4.78
27330
5717.6
Road B Km.2/10 (2.0X2.0)
4.78
27179
5686.14
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Footing of WING WALL as per section 1000,1500,1700,2100,2200 of MORTH Rev.5
-
-
-
Road B Km.0/6 (2.0X2.0)
7.6
43453
5717.6
Road B Km.2/10 (2.0X2.0)
7.6
43214
5686.14
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for STEM OF WING WALL and Parapet as per section 1000,1500,1700,2100,2300 of MORTH Rev.5.
-
-
-
Road B Km.0/6 (2.0X2.0)
26.66
217808
8169.86
Road B Km.2/10 (2.0X2.0)
26.66
216970
8138.41
Vibrated Reinforced Cement Concrete M25 (Design mix) using 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 Walls and Top Slab of Box Culvert as per section 1000,1500,1700,2100,2300 of MORTH Rev.5.
-
-
-
Road B Km.0/6 (2.0X2.0)
32
364219
11381.85
Road B Km.2/10 (2.0X2.0)
32
363212
11350.4
Supply and Fabrication of Fe-500 D 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 overlaping to the required length wherever 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, Fe-500 grade as per section 1600 of MORTH Rev.5.
-
-
-
Road B Km.0/6 (2.0X2.0)
2.09
198046
94804.27
Road B Km.2/10 (2.0X2.0)
2.09
198046
94804.27
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to work site including cost of 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, 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 slab of Box culvert.as per section 1000,1500,1700,2702 of MORTH Rev.5.
-
-
-
Road B Km.0/6 (2.0X2.0)
17.16
11770
685.9
Road B Km.2/10 (2.0X2.0)
17.16
11728
683.5
Construction of granular sub- base Gr-V of 150 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 Specification Number as per MORTH Rev.V 111,112,401,900
-
-
-
Road B Km.0/6 (2.0X2.0)
16.88
26792
1587.23
Road B Km.2/10 (2.0X2.0)
16.88
26792
1587.23
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layer of 125mm each thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/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 Specification Number as per MORTH Rev.V 111,112,406,900.
-
-
-
Road B Km.0/6 (2.0X2.0)
28.13
51498
1830.73
Road B Km.2/10 (2.0X2.0)
28.13
51498
1830.73
CC Pavement km 0/6
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as per standard specification directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation of Cut of wall
-
-
-
Road A Km.0/6
16.9
1795
106.25
Construction of granular sub- base Gr-V of 100 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 section 111,112,401,900 of MORTH Rev.5.
-
-
-
Road B Km.0/6
28
44442
1587.23
Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement.as per section 1000,1500,1700,2100 of MORTH Rev.5.
-
-
-
Road B Km.0/6
28
140955
5034.13
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for CUT OF WALL and Parapet as per section 1000,1500,1700,2200,2300 of MORTH Rev.5.
-
-
-
Road B Km.0/6
34
302415
8894.57
Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement.as per section 602 of MORTH Rev.5.
-
-
-
Road B Km.0/6
69
490995
7115.87
Supply and Fabrication of Fe-500 D 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 overlaping to the required length wherever 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, Fe-500 grade as per section 1600 of MORTH Rev.5. CC Pavement.
-
-
-
Road B Km.0/6
0.4
37921
94804.27
Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete. as per standard specification directed by the Engineer
-
-
-
Road B Km.0/6
275
2750
10
Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification as per section 602 of MORTH Rev.5..
-
-
-
Road B Km.0/6
25
500
20
PCC Retaining Wall
Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 WALLSas per MORTH Rev.V 111,112,304.
-
-
-
Road A Km.2/2
130
32773
252.1
Road B Km.0/2&0/4
608
153276
252.1
Road B Km.0/10
446
112436
252.1
Road B Km.1/4&1/8
608
153276
252.1
Road B Km.3/8
357
89999
252.1
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS.as per section 1000,1500,1700,2100,2200 of MORTH Rev.5
-
-
-
Road A Km.2/2
26
159059
6117.66
Road B Km.0/2&0/4
122
719959
5901.31
Road B Km.0/10
90
531117
5901.31
Road B Km.1/4&1/8
122
718040
5885.58
Road B Km.3/8
72
421497
5854.13
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS AND PARAPETS as per section 1000,1500,1700,2100,2200 of MORTH Rev.5
-
-
-
Road A Km.2/2
107.46
857532
7980.02
Road B Km.0/2&0/4
502.88
3880258
7716.15
Road B Km.0/10
368.78
2847835
7722.42
Road B Km.1/4&1/8
503
3879176
7712.08
Road B Km.3/8
294.84
2262970
7675.25
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS.as per section 2706 of MORTH Rev.5
-
-
-
Road A Km.2/2
24
4260
177.5
Road B Km.0/2&0/4
119
21122
177.5
Road B Km.0/10
87
15442
177.5
Road B Km.1/4&1/8
117
20767
177.5
Road B Km.3/8
69
12247
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
53699045.54
GST 18% for above SubTotal Amount
1
9665828
9665828.2
Total in Figures (SubTotal + GST)
-
63364873
-
Evaluation Notes How It Works ?
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