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 Date22 Dec 2023
Closing DateCancelled
Tender Amount₹ 4,26,00,000
Costs
EMD
₹ 2,25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HWAY_402337_1Bid Award Id
ViewTender No
TN No_23_2023_2024_0_6_VannivayalTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Compacted Cement Concrete of grade M10 (Ordinary concrete) using 40mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, working at depths,Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification, for LEVELLING COURSE UNDER ABUTMENTS AND PIERS as per Sections 2100 of MoRT&(H) Specifications (Fifth Revision)
25.38
154597
6090.6
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS, RETURN WALLS as per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision).
208.02
2063819
9921.16
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete,working at depths, hire charges for tools and plants including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for SUB STRUCTURE - ABUTMENTS AND RETURN WALLS (below sill level).
84.27
971185
11524.96
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete,working at depths, hire charges for tools and plants including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for SUB STRUCTURE - ABUTMENTS AND RETURN WALLS (above sill level).
91.25
1072542
11754.53
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for SUB STRUCTURE - PIERS (below sill level).
11.91
142042
11926.36
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for SUB STRUCTURE - PIERS (above sill level).
6.82
102922
15089
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Providing and fixing weep holes with Class 1 PVC pipes of 100 mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain from the backfill in ABUTMENTS AND RETURN WALLS as per Appendix -6 of IRC: 78 - 2014 & Section 2706 of MoRT&(H) Specifications (Fifth Revision).
58.43
10370
177.5
... More
Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site 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, as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision) for BED BLOCK CUM DIRTWALL OVER ABUTMENTS .
13.71
192213
14022.01
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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for CAPPING BEAM OVER PIERS .
26.03
336108
12913.34
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Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision) for PEDESTALS OVER ABUTMENTS AND PIERS .
1.58
22832
14450.68
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Supplying and fixing of ELASTOMERIC BEARING as shown in the drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges, etc., complete as per section 2000 of MORT&H specifications (Fifth Revision)
138600
223146
1.61
... More
Vibrated reinforced Cement Concreteof Grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, 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 as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)
73.26
1766951
24117.92
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Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG Graded metal as the max. size of coarse aggregate , including cost and conveyance of all materials to site and cost of cement at site 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, as per relevant specification for DECK SLAB, KERB AND SAFETY KERB as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)
144.45
2212894
15319.77
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Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per section 2705 of MORT&H specifications (Fifth Revision)
18
40878
2271
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Supplying and installation of STRIP SEAL EXPANSION joint system conforming to spectifications for Road and Bridge Works published by Ministry of Road Transport and Highways in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials , cost of testing as per the MOST specifications, including lablour ,equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H specifications (Fifth Revision)
39.8
505858
12710
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Providing FILTER MEDIA behind Abutment and Returns with clean III graded material 53mm to 5.6mm to 600mm thick well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges including hire charges for tools and plants employed etc complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.
113.04
210369
1861.02
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Filling behind Abutments and Return walls with clean gritty gravel including cost and conveyance of gravel to work site, 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 Cl.710.1.4 & Appendix-6 of IRC:78-2014 and Section 305 of MoRT&(H) Specifications( Fifth Revision).
261.19
190549
729.55
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Compacted Cement Concrete of grade M15 (Nominal mix ) using 40mm ISS size HBG graded metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing, transporting, laying, and curing Concrete, working at heights, hire charges for Tools and plants , with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).
11.79
87713
7439.67
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Vibrated Reinforced Cement Concrete of grade M35 (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 but excluding cost and fabrication of steel including cost of form work,labour charges mixing,transporting,laying,curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).
15.75
152260
9667.36
... More
Vibrated Reinforced Cement Concrete of grade M35 (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 but excluding cost and fabrication of steel including cost of form work,labour charges mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for SAFETY KERB RAMP as per Sections 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).
1.99
22114
11112.76
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Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using ISS size HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 1700 & 2702.2 of MoRT&(H) Specifications (Fifth Revision).
389.1
298245
766.5
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Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS size HBG graded 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 form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per relevant standard specification CRASH BARRIER OVER DECK SLAB AND RETURN WALL as per Sections 811,1700 &2703.3 of MoRT&(H) Specifications (Fifth Revision).
34.03
561705
16504.72
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Supply and fabrication of High Corrosion Resistant Marine Fe-500 (HYSD) grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 1009.3, 1600 of MoRT&(H) Specifications ( Fifth Revision).
63.99
6066714
94804.27
... More
Supply and fabrication of Fe-240 mild steel grade I required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement 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 Section 1009.3, 1600 of MoRT&(H) Specifications ( Fifth Revision).
2.67
253222
94804.27
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Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.
208
87297
419.7
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FORMATION OF APPROACH ROAD
-
-
-
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Earth work including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Approach Road for 97% compacion as per MORTH Rev. V Clause No. 111, 112, 305.
475.42
105348
221.59
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Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
177.23
434160
2449.7
... More
Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
351.61
993140
2824.55
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Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900 .
1406.4
107744
76.61
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Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
1406.4
24457
17.39
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Bituminous Macadam (Providing and laying 50mm bituminous macadam with 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) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.
70.33
643495
9149.66
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Bituminous Concrete (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 Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with 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 as per MORTH Rev. V Clause No. 111, 112, 507 & 900.
42.2
488774
11582.33
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FORMATION OF DIVERSION ROAD
-
-
-
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Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compacion as per MORTH Rev. V Clause No. 111, 112, 305.
482.88
106571
220.7
... More
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion as per MORTH Rev. V Clause No. 111, 112, 305.
380.37
84286
221.59
... More
Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.
45
110236
2449.7
... More
Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer as per MORTH Rev. V Clause No. 111, 112, 406 & 900.
75
211841
2824.55
... More
Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900 .
300
22983
76.61
... More
Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.
300
5217
17.39
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Providing laying and rolling of CLOSE GRADED PREMIX CARPET of compacted 20mm thickness using using 0.0162 cum of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm, 0.0729 cum of 5.60-2.80mm, 0.0405 cum of 2.80mm and below (Type B) graded HBG metal using 19kg of VG30 bitumen for 10sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of all materials, hire charges of all T&P all labour charges, fuel and and all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5
300
63399
211.33
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CONSTRUCTION OF RETAINING WALL
-
-
-
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Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900
895.7
100363
112.05
... More
Vibrated Cement Concrete M10 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at depth,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE FOR PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100
68.9
419642
6090.6
... More
Vibrated Cement Concrete M20 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at depth,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTINGS OF PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100
622.73
4883187
7841.58
... More
Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above sill level) as per MORTH 1000, 1500, 1700 & 2100
779.91
7211882
9247.07
... More
Vibrated Cement Concrete M15 grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Broken Parapet (above sill level) as per MORTH 1000, 1500, 1700 & 2100
36.9
285748
7743.87
... More
Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 Retaining Wall as per MORTH 2700, 2075 & 2706
173.8
30849
177.5
... More
DISMANTLING THE EXISTING STRUCTURE
-
-
-
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Dismantling the Random Rubble masonry wall in the existing bridge and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete
167.43
43096
257.4
... More
Dismantling the Reinforced Cement Concrete slab in the existing bridge and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete
88.56
346889
3917
... More
COFFER DAM
-
-
-
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Providing and maintaining of Coffer Dam to required length using ISMC 200 for vertcal and cross stay and casurina poles horizontal bracing and 2" country wood planks to hold san bags including cost of sand bags and labour charges fo fabrication and CW planks and their subsequent removal and all other labour and incidental charges etc., complete
1200
1098096
915.08
... 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
-
36085443.75
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GST 18% for above SubTotal Amount
1
6495379
6495379.88
... More
Total in Figures (SubTotal + GST)
-
42580823
-
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