National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Consultancy Services
Eprocure
Opening Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,11,68,000
Costs
EMD
₹ 2,66,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406831_1Bid Award Id
ViewTender No
TN.No.36/SI.No.37/ 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 B
679
83693
123.26
Construction of granular sub- base Gr-III of 100 mm 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road B
339
674199
1988.79
Construction of granular sub- base Gr-V of 150 mm 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1458
3178425
2179.99
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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road B
1405
2658260
1892
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 A
2598
6574628
2530.65
Road B
2770
5983560
2160.13
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
10392
783556
75.4
Road B
11080
877757
79.22
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
10392
176040
16.94
Road B
11080
191462
17.28
Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg 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 MORT&H Rev.V 111,112,503,900).
-
-
-
Road B
1015
19944
19.65
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
520
4484615
8624.26
Road B
645
5355280
8302.76
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 Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP 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).
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-
-
Road A
312
3399645
10896.3
Road B
387
4104347
10605.55
Carted earth including cost and conveyance an average lead of 15km 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 MORT&H Vth Rev., 304,305
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-
-
Road A
5050
1118827
221.55
Road B
2765
999160
361.36
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
11
2816
256
Road B
8
2048
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
1812
906
Road B
2
1812
906
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 0.90qm) TYPE -IV
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-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
SUB ESTIMATE - Box Culvert Dismandling the existing plain cement concrete in the existing damaged 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 as per MORT&H rev 5 specification No.111,112,202.
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-
-
Road B - Km 0/2 Single vent 2x1.5m
23
10166
442
Road B - Km 0/8 Single vent 2x1.5m
23
10166
442
Road B - Km 2/0 Single vent 2x2m
23
10166
442
Earthwork excavation in all classes of soil except hard rock not 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 bailing 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 BOX CULVERT as per MORT&H Vth Revision specification No.111, 112, 304.
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-
-
Road B - Km 0/2 Single vent 2x1.5m
84
24907
296.52
Road B - Km 0/8 Single vent 2x1.5m
84
24907
296.52
Road B - Km 2/0 Single vent 2x2m
104
30838
296.52
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 for Box culvert as per MORT&H Vth Revision specification No.1000, 1500, 1700, 2100, 2200.
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-
-
Road B - Km 0/2 Single vent 2x1.5m
5
32123
6424.76
Road B - Km 0/8 Single vent 2x1.5m
5
32178
6435.61
Road B - Km 2/0 Single vent 2x2m
5
32232
6446.47
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per MORT&H Vth Revision specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Road B - Km 0/2 Single vent 2x1.5m
30
359524
11984.16
Road B - Km 0/8 Single vent 2x1.5m
30
359850
11995.02
Road B - Km 2/0 Single vent 2x2m
32
393188
12287.15
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 Vth revision specification No.1600
-
-
-
Road B - Km 0/2 Single vent 2x1.5m
1.95
190778
97835.27
Road B - Km 0/8 Single vent 2x1.5m
1.95
190778
97835.27
Road B - Km 2/0 Single vent 2x2m
2.1
205454
97835.27
Vibrated cement Concrete M30 design mix using 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.
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-
-
Road B - Km 0/2 Single vent 2x1.5m
17.2
12904
750.26
Road B - Km 0/8 Single vent 2x1.5m
17.2
12918
751.09
Road B - Km 2/0 Single vent 2x2m
17.2
12933
751.92
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 Wing wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road B - Km 0/2 Single vent 2x1.5m
23
193798
8426
Road B - Km 0/8 Single vent 2x1.5m
23
194047
8436.86
Road B - Km 2/0 Single vent 2x2m
33
273004
8272.86
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 B - Km 0/2 Single vent 2x1.5m
1.2
13540
11283.66
Road B - Km 0/8 Single vent 2x1.5m
1.2
13553
11294.52
Road B - Km 2/0 Single vent 2x2m
1.2
13566
11305.37
Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
Sub Total Amount for above all items (excluding GST)
1
-
43362611.68
GST 18% for above SubTotal Amount
1
7805270
7805270.1
Total in Figures (SubTotal + GST)
-
51167881
-
Evaluation Notes How It Works ?
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