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 Date11 Jan 2021
Closing Date8 Feb 2021
Tender Amount₹ 6,04,74,252
Costs
EMD
₹ 3,12,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_HWAY_190782_1Bid Award Id
ViewTender No
21/2020-2021/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
Documents
BOQ Items
Road C
2016
-
4.4
Road D
2520
-
4.4
Construction of granular sub- base of 150/150/170/&250 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 clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
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-
-
Road A
1104
-
1329.15
Road B
2778
-
1329.15
Road C
1503.5
-
1439.35
Road D
1922
-
1470.15
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 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
1388
-
1623.52
Road B
3576
-
1623.52
Road C
1880
-
1664.7
Road D
2484
-
1664.7
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)
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-
-
Road A
5548.3
-
58.63
Road B
14300
-
58.63
Road C
7517
-
58.66
Road D
9933
-
58.66
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).
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-
-
Road A
5548.3
-
12.21
Road B
14300
-
12.21
Road C
7517
-
12.22
Road D
9933
-
12.23
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 111,112,505).
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-
-
Road A
306
-
6244.38
Road B
716
-
6244.38
Road C
376
-
6288.26
Road D
547
-
6288.26
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 as per clause 507 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507).
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-
-
Road A
167
-
8003.78
Road B
430
-
8003.78
Road C
226
-
8046.68
Road D
298
-
8046.68
Carted earth with lead of 12 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B.complete as per MORT&H Specificaton No.304 & 305
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-
-
Road A
1484
-
145
Road B
3891
-
208
Road C
2046
-
156
Road D
2739.5
-
187
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.806)
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-
-
Road A
6
-
256
Road B
15
-
256
Road C
8
-
256
Road D
10
-
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.804).
-
-
-
Road A
1
-
906
Road B
3
-
906
Road C
1
-
906
Road D
2
-
906
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 No.304 & 305 for FOUNDATION OF RETAINING WALL
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-
-
Road B
144
-
196
Road D
111
-
196
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 MORT&H Specificaton No.1000, 1500, 1700, 2200,
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-
-
Road B
36
-
5300
Road D
27.54
-
5623
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 MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
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-
-
Road B
126.06
-
7765
Road D
134
-
8300
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 MORT&H No.2702
-
-
-
Road B
50
-
172.8
Road D
103
-
172.8
SUB - ESTIMATE - SINGLE ROW PIPE CULVERT Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) RR Masonry as per MORT&H Specificaton No.202
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-
-
Road C
12
-
193
Earthwork excavation in all classes of soil except hard stiff clay stiff black cotton soil Hard red earth, shales, murram, gravel stone earth, etc., depositing on bank with all leads and lifts as per SS20B, and all other incidental charges such as baling out water shoring , shuttering , strutting, walling and forming protective bunds wherever necessary etc., complete as directed by the Engineer as per MORT&H Specificaton No.304 & 305 for foundation.
-
-
-
Road C
36
-
196
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 foundation as per MORT&H Specificaton No.111, 112, 900,1000, 1500, 1700, 2100
-
-
-
Road C
4
-
5326
Vibrated Cement Concrete 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 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 below sill
-
-
-
Road C
10
-
6828
Vibrated Cement Concrete 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 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 above sill as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
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-
-
Road C
16
-
7926
Supply 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 MORT&H Specificaton No.2900
-
-
-
Road C
7.5
-
3700
Hoisting and fixing of RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars to proper gradient including labour charges and all other incidental charges etc., complete as per the standard specification as per MORT&H Specificaton No.2900
-
-
-
Road C
7.5
-
238
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
-
-
-
Road C
7
-
335
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
-
53994867.45
GST 12% for above SubTotal Amount
1
-
6479384.09
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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