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 Date17 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 5,54,48,000
Costs
EMD
₹ 2,87,500Document 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
2022_HWAY_273192_1Bid Award Id
ViewTender No
10/2022-2023/SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Road C
1596
-
5.55
Road D
2556
-
5.55
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. as per clause No.202 of MORT&H Vth rev
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-
-
Road C
1663
-
18.85
Construction of Granular sub-base Grade-V 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 MORTH Rev.V 111,112,401,900).
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-
-
Road A
790
-
2013.42
Road B
663
-
1773.39
Road D
863
-
1916.65
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 100mm 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 as per clause 406 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,406,900).
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-
-
Road A
1317
-
2270.16
Road B
1158
-
2021.77
Road C
1253
-
2034.7
Road D
1545
-
2170.03
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 as per clause 502 of MORTH Rev.5 .(Specification Number as per MORTH Rev.V 111,112,502,900) )
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-
-
Road A
5265
-
77.96
Road B
4629
-
77.93
Road C
5009
-
77.93
Road D
6177
-
77.95
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 as per Clause 503 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,503,900)
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-
-
Road A
5265
-
18.5
Road B
4629
-
18.49
Road C
5009
-
18.49
Road D
6177
-
18.49
Providing and laying 50mm consolidated thick Bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm 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 as per clause 504 of MORTH.Rev.5 (Specification Number as per MORTH Rev.V 111,112,504,900).).
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-
-
Road A
264
-
9136.32
Road B
232
-
8859.96
Road C
251
-
8874.26
Road D
309
-
9024.6
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 as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
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-
-
Road A
158
-
11997.78
Road B
139
-
11718.7
Road C
151
-
11733.08
Road D
186
-
11884.75
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 15 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for side berms.complete as per MORT&H Specificaton No.304 & 305
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-
-
Road A
1329.6
-
337.2
Road D
1362
-
337.2
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 6 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for side berms.complete as per MORT&H Specificaton No.304 & 305
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-
-
Road B
1100.88
-
227.29
Road C
877
-
227.29
Providing RCC M15 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).
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-
-
Road A
6
-
256
Road B
5
-
256
Road C
5
-
256
Road D
7
-
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
-
906
Road B
2
-
906
Road C
1
-
906
Road D
2
-
906
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 confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)
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-
-
Road A
2.16
-
11805
Road B
2.16
-
11805
Road D
2.16
-
11805
SUB ESTIMATE : Single row RCC Pipe Culvert KM 1/150 Earth work excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and all lifts as per SS20B including cost of labour, equipments and all other incidental charges such as bailing out water, providing necessary coffer dam sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus earth with all leads etc,. complete as per standard specification for FOUNDATION OF BODY WALL OF PIPE CULVERT As per 111, 112, 304 of MORT&H specification (V Revision)
-
-
-
Road B - At km 1/150
44
-
241
Plain Cement concrete of Grade M15 Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including form work and centering using soft water, labour charges for mixing, transporting, and place in position, laying vibrating and compacting, curing concrete, working at depth Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Foundation of body wall of pipe culvert. As per 111, 112, 900, 1000, 1500, 1700, 2100 of MORT&H specification (V Revision)
-
-
-
Road B - At km 1/150
4.89
-
6184
Vibrated Cement concrete of Grade M15 Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering using soft water, labour charges for mixing, transporting, and place in position, laying vibrating and compacting, curing concrete, working at depth Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Body wall of pipe culvert of Below sill as per clause No.111, 112, 900, 1000, 1500, 1700, 2100 of MORT&H Vth rev
-
-
-
Road B - At km 1/150
11.47
-
7776
Vibrated Cement concrete of Grade M15 Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering using soft water, labour charges for mixing, transporting, and place in position, laying vibrating and compacting, curing concrete, working at depth Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Body wall and parapet of Above sill l as per clause No.111, 112, 900, 1000, 1500, 1700, 2100 of MORT&H Vth rev
-
-
-
Road B - At km 1/150
18.88
-
9151
Supplying of RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite and all other incidental charges etc., complete as per the standard specification as per clause No.2900 of MORT&H Vth rev
-
-
-
Road B - At km 1/150
7.5
-
4130
Gravel Filling between body wall and around the RCC pipes with stone dust including cost and conveyance of Gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete as per standard specification as per clause No.1000 of MORT&H Vth rev
-
-
-
Road B - At km 1/150
9
-
389
SUB ESTIMATE :PCC RETAINING WALL Earthwork excavation in all classes of soil except 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 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 wallas per clause No.111,112, 304 of MORT&H vth rev
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-
-
Road A: At km 0/6, 0/8, & 0/10
256.5
-
241
Road A: At km 1/4
106
-
241
Road D: At km 1/4 & 1/6
264
-
241
Vibrated Cement Concrete M-20 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 Foundation of Retaining Walls Below sill level as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H vth rev.
-
-
-
Road A: At km 0/6, 0/8, & 0/10
65
-
6599
Road A: At km 1/4
27
-
6608
Road D: At km 1/4 & 1/6
66
-
6502
Vibrated Cement Concrete M 20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, 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 Stem and footing of Retaining wall Above sill as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road A: At km 0/6, 0/8, & 0/10
391
-
8338
Road A: At km 1/4
162
-
8385
Road D: At km 1/4 & 1/6
404
-
8264
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
-
-
-
Road A: At km 0/6, 0/8, & 0/10
97
-
177.5
Road A: At km 1/4
40
-
177.5
Road D: At km 1/4 & 1/6
100
-
177.5
SUB ESTIMATE : Single Cell 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 masonary as per MORT & H specification111,112, 202.
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
7
-
244
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 directed by the Engineer as per MORTH No.111,112, 304. for Foundation.
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
88
-
263
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 and Footing of wing wal.as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
3
-
6322
Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for footings of abutment and wings - Below Sill Level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
13.5
-
6502
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm 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, 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 Stem of Wing wall as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
66.5
-
8521
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 Base slab,cover slab and side walls excluding cost of steel for culvert ..as perspecification No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
29.5
-
11674
Supply and Fabrication of Fe-500 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 as per clause No.1600 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
2.2
-
93230
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing 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 and Approach Slab as per clause No.1000,1500,1700,2702 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
17.5
-
726.1
Filling behind the Box culvert with gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers including watering, with all leads for water and all other incidental charges etc. complete As per 1000 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
12
-
591
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
-
-
-
Road D - At Km 1/4 (2.0x 2.0m )
24
-
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
46989031.75
GST 18% for above SubTotal Amount
1
-
8458025.71
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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