National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Mar 2022
Closing Date6 Apr 2022
Tender Amount₹ 2,05,00,000
Costs
EMD
₹ 1,15,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_224535_1Bid Award Id
ViewTender No
TN No_8_ 2021_2022_D_1_KilavikulamTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
... More
Earthwork excavation in Soft disintegrated rock depositing on bank with all leads and lifts as per SS20B and all over 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 standards specification for FOUNDATION OF ABUTMENTS,PIERS AND WINGS
404.27
-
445.8
... More
Plain Cement Concrete of M10 using 40 mm ISS size HBG Metal including cost and conveyance of all materials to site and including cost of cement at site, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for LEVELLING COURSE UNDER FOODINGS-1 Cum (Below sill level)
26.95
-
4798.16
... More
Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for FOOTINGS OF ABUTMENT, WINGS AND PIERS BELOW SILL LEVEL
598.06
-
6526.71
... More
Vibrated Cement Concrete of grade M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for SUBSTRUCTURE OF ABUTMENTS, WINGS AND PIERS ABOVE SILL LEVEL
198.18
-
7667.47
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Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS AND BED BLOCK OVER PIERS
13.68
-
11353.79
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Providing and Fixing 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill IN THE ABUTMENTS, WINGS AND RCC RETAINING WALL
90
-
169.1
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Providing and Fixing KRAFT PAPER in full width of seating of Deck Slab and including cost and conveyance to work site, labour charges for fixing the same in the correct position and all other incidental charges etc. complete
43.49
-
100
... More
Vibrated Reinforced Cement Concrete of M30 (Design Mix) using 20mm HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on heights,hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for DECK SLAB
208.11
-
11625.06
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Providing FILTER MEDIA behind the Abutments and Wings with clean graded III material to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. for filter media as per MORTH Revision vth Cl.309-3-2-2 and 305-4-4 etc., complete.∙
45.19
-
1085.19
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Filling behind Abutment and Returns as per Appendix 6 of IRC: 78-2014 with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under OMC to get the maximum density, including watering with all leads and lifts for water and all other incidental charges etc., complete.
66.27
-
389.76
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Providing and Fixing PVC Expansion Joint in between Deck Slabs over Abutment and Pier as shown in the drawing including cost and conveyance of expanions joints, including shalimar pad and joint sealent etc. complete.
59.7
-
580
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Supply and Fabrication of steel at site Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete,
25.8
-
83688.7
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Vibrated Cement Concrete of M15 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Base course below approach slab
47.13
-
5745.47
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Vibrated Reinforced Cement Concrete of M30 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Approach slab
94.63
-
8099.21
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Vibrated Cement Concrete of M30 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Wearing coat over deck slab and Approach slab
549.39
-
645.25
... More
Vibrated Reinforced Cement Concrete of M40 (Design Mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for crash barrier
21.02
-
14074.79
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Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Parapet Over Returns
7.65
-
10159.28
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Providing and Fixing of G.I. Drainage Spouts of 100mm dia as per GOI drawing No. SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of GI pipe and flats and fixing them in position etc. complete as per standard specification.
10
-
2216
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Supply and Fixing of High Quality PVC pipes of 150mm dia of required length including cost and conveyance of pipes to site and fixing in position to proper gradient and level including all labour charges for fixing and including all other incidental charges etc. complete for providing utilities service in Safety kerb
183.68
-
399.8
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Sub estimate for Approach Road
-
-
-
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 95% Compaction for making up Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V
856.81
-
173.61
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Approach road using Carted Earth with an average lead of 5Km MORTH Rev. V
399.86
-
174.52
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Gravel Soling for subgrade in accordance with the specification and the lines,grades and cross sections shown in the drawing or as indicated by the Engineer as per 97% compaction for making up earthen road A1 side using gravel.
63
-
378.43
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Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900).
129.07
-
1527.61
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Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900).
179.27
-
1823.31
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Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).
717.03
-
72.18
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
717.03
-
17.31
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Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - Grading II
35.86
-
8522.44
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Bituminous Concrete 30mm thick (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading,premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF of mix and filer, transporting the hot mix to work site, laying wih a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.507 complete in all respects) - Grading II.(Specification Number as per MORTH Rev.V 111,112,507,900).
21.52
-
11242.05
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Sub estimate for Diversion Road
-
-
-
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 95% Compaction for making up Diversion road using Carted Earth with an average lead of 5Km MORTH Rev. V
255.13
-
173.61
... More
Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Diversion road using Carted Earth with an average lead of 5Km MORTH Rev. V
395.85
-
174.52
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Granular Sub-base with Graded Material (Table:-400-1)-Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, 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)-for Grading V Material (Specification Number as per MORTH Rev.V 111,112,401,900).
61.88
-
1527.61
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Wet Mix Macadam (Table400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) (Specification Number as per MORTH Rev.V 111,112,406,900).
103.13
-
1823.31
... More
Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).
412.5
-
72.18
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Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
412.5
-
17.31
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Providing,Laying and Rolling of close graded Premix Carpet of compacted 20mm thick using 0.0162 cum of 13.20 - 11.20mm, 0.1404 cum of 11.2 - 5.6mm, 0.0729 cum of 5.6 - 2.80mm, 0.0405cum of 2.80mm and below (type - B) graded HBG metal using 19Kg of VG 30 Bitumen for 10sqm including permixing at CMP, Conveyance by tipper lorry, laying by paver finisher and rolling by vibratory roller including cost and conveyance of all material, hire charges of all T&P all labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 508 of MORTH specification Rev. V
412.5
-
202.66
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Supply,Hoisting and fixing of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges, including loading and unloading, transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per MORTH specication Rev. V for forming for Diversion Road
60
-
4034
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Sub estimate for PCC Retaining Wall
-
-
-
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Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation of Retaining Wall
127.83
-
193.2
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Vibrated Cement concrete M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for Levelling course of Retaining Wall
10.35
-
4738.16
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Vibrated Cement concrete M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site and including soft water, labour charges for mixing, transporting, laying, curing and compacting concrete, hire charges for tools and plants and all other incidental charges etc., complete as per standard specification for Footings of Retaining Wall
31.82
-
6434.34
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Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of Retaining Wall (below sill)
47.67
-
6808.26
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Vibrated Cement Concrete of M20 (Nominal Mix) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of Retaining Wall (Above sill)
73.11
-
8225.87
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Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall
44
-
169.1
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Sub estimate for RCC Retaining wall
-
-
-
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Earthwork excavationin all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 specifation for Foundation for RCC Retaining wall
213
-
193.2
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Plain Cement Concrete of M10 using 40 mm ISS size HBG Metal including cost and conveyance of all materials to site and including cost of cement at site, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for LEVELLING COURSE BELOW FOODINGS OF RCC RETAINING WALL
14.2
-
4738.16
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Vibrated Cement Concrete of M25 (Design Mix) using 20 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Base Slab/Footings of RCC Retaining Wall
79.7
-
8146.15
... More
Vibrated Reinforced Cement concrete M25 (Design Mix) using 20mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Below sill of RCC Retaining wall
18.2
-
10320.34
... More
Vibrated Reinforced Cement concrete M25 (Design Mix) using 20mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Above sill of RCC Retaining wall
55.8
-
12632.82
... More
Vibrated Cement concrete M15 (Nominal Mix) using 20mm ISS size HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PCC Parapet
3
-
6251.82
... More
Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Wall including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 110mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the RCC Retaining wall
144
-
169.1
... More
Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete, for RCC Retaining wall
6.16
-
83688.7
... More
Sub estimate for Dismantling
-
-
-
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Dismantling the existing RR masonry and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SOR
33.02
-
221.9
... More
Dismantling the existing PCC slab and Salvaging and removal and disposal of resulting materials and back filling the resulting trenches etc., As per PWD SOR
19.13
-
381
... More
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
-
18241183.54
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GST 12% for above SubTotal Amount
1
-
2188942.03
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Total in Figures (SubTotal + GST)
-
-
-
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