National Bank For Agriculture And Rural Development Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Dec 2023
Closing Date4 Jan 2024
Tender Amount₹ 5,49,03,000
Costs
EMD
₹ 2,85,000Document 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
2023_HWAY_400088_1Bid Award Id
ViewTender No
TN.No.32/SI.No.02/ 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
Documents
BOQ Items
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, 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, maintaining of protective bunds, cofferdams, shoring, structing etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS AND RETURN WALLS as per Section 1000,1500,1700 of MORT&H Specifications (Fifth Revision)
135
-
-
Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork, 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, maintaining of protective bunds, cofferdams, shoring, structing etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per Section 1000,1500,1700 of MORT&H Specifications (Fifth Revision)
167
-
-
Vibrated Reinforced Cement Concrete of 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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for ABUTMENTS & RETURN WALLS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
-
-
-
Below Sill
101
-
-
Above Sill
74
-
-
Vibrated Reinforced Cement Concrete of 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 but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for CIRCULAR PIERS (1500 DIA) as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
-
-
-
Below Sill
27.5
-
-
Above Sill
10.5
-
-
Cement concrete M15 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing transporting, laying and curing and compacting concrete, etc., complete as per relevant standard specification, for FILLING THE TRENCHES AROUND FOOTING UPTO THE DEPTH OF EMBEDMENT as per Cl.707.4.6 of IRC 78:2014 & section 2100 of MORT&H Specifications (Fifth Revision)
176
-
-
FILLING THE TRENCHES AROUND FOOTING for a depth greater than embedment with boulders to be grouted with Cement upto top of rock as per CI.707.4.6 of IRC 78:2014 & section 2100 of MORT&H Specifications (Fifth Revision)
58
-
-
Vibrated Reinforced Cement Concrete of 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, 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 BED BLOCK CUM DIRTWALL OVER ABUTMENTS as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision)
14
-
-
Vibrated Reinforced Cement Concrete of 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, but excluding cost and fabrication of steel but including cost of formwork, 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 CAPPING BEAM OVER PIERS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)
66
-
-
Vibrated Reinforced Cement Concrete of 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, but excluding cost and fabrication of steel but including cost of formwork, 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 PEDESTAL OVER ABUTMENTS & PIERS as per Sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision)
3
-
-
Providing and fixing Elastomeric bearing of size 400 x 250 x 77 mm 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) and IRC:83-2018 (Part-II)
277200
-
-
Vibrated Reinforced Cement Concrete of 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, 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 as per relevant standard specification for T-BEAMS and CROSS BEAMS as per Sections 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision)
147
-
-
Vibrated Reinforced Cement Concrete of 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, but excluding cost and fabrication of steel but including cost of formwork, 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 as per relevant standard specification for DECK SLAB, KERB & SAFETY KERB as per Sections 1500, 1700 and 2300 of MORT&H Specifications (Fifth Revision)
288
-
-
Vibrated Reinforced Cement Concrete of grade M40(Design mix) using 20mm ISS 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 as per relevant standard specification for OUTER CRASH BARRIER OVER DECK SLAB & RETURN WALLS as per Sections 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Revision)
58
-
-
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 Sections 2705 of MORT&H Specifications (Fifth Revision)
36
-
-
Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport (Roads Wing) 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 MORT&(H) specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision)
70
-
-
Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG 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 & SAFETY KERB RAMP as per Sections 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision)
11
-
-
Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS 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 AND SAFETY KERB RAMP IN APPROACHES as per Sections 1500,1700 & 2704 of MORT&H Specifications (Fifth Revision)
19
-
-
Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement using 20mm ISS 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 2702.2 of MORT&H Specifications (Fifth Revision)
726
-
-
Providing and fixing Class 1 PVC seepage pipes of 100 mm dia of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from the backfill as per Section 2706 of MORT&H Specifications (Fifth Revision)
84
-
-
Providing FILTER MEDIA behind Abutments and Return walls for 600mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site, including all labours and other incidental charges, etc., complete as per CI.710.1.4 & Appendix-6 of IRC: 78-2014.
105
-
-
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 of MORT&H Specifications (Fifth Revision)
250
-
-
Supply and fabrication of Fe-500D 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 1600 of MORT&H Specifications (Fifth Revision).
109
-
-
Supply and fabrication of Fe-240 grade-1 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 1600 of MORT&H Specifications (Fifth Revision).
5
-
-
Earth work Excavation in all Classes of soils and depositing on bank with all leads 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 deletrious matter and obstruction, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete standard specification for DRESSING THE BED UPTO SILL LEVEL as per section cl. 300, 304 of MORT&H Specifications (Fifth Revision).
601
-
-
Supply and fixing of High Quality of PVC pipes of 160mm 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 as per section cl. 2706 of MORT&H Specifications (Fifth Revision).
387
-
-
SUB ESTIMATE FOR DISMANTLING
Dismantling the the existing stone Masonry in Cement Mortar in the existing causeway and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as Per MORT&H 111,112,202
347
-
-
Dismantling the existing Plain Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.as Per MORT&H 111,112,202
135
-
-
SUB ESTIMATE FOR DIVERSION ROAD
Construction of embankment with approved material of CBR 8 with all leads and Lifts, transporting to site , Spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per class 305. specifications for 95% Compaction with a lead of 1 kms
1594
-
-
Construction of sub grade and earthern shoulder with approved material obtained from areas showns in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per class 305. specifications for 97% Compaction with a lead of 1 kms
650
-
-
Providing and laying 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. for Diversion road
113
-
-
Providing,laying, Spreading and compacting 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 plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine dressing for required grade and cross slope as shown on the drawing,equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 and as directed by Engineer. Specification Number as per MORTH Rev.V 111,112,406,900
188
-
-
Providing and laying Prime coat over WMM surface using 7.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cos of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5..Specification Number as per MORTH Rev.V 111,112,502,900
750
-
-
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Bitumen Emulsion (RS-1) 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 503 of MORTH Rev-5 Specification Number as per MORTH Rev.V 111,112,503,900
750
-
-
Providing laying and rolling of close graded premix carpet of compacted 20mm thickness using 0.0162cun of 13.20-11.20mm, 0.1404 cum of 11.2-5.6mm,0.0729 cum of 5.60-2.80mmm,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 all other incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5
750
-
-
Supply , Hoisting and Fixing of NP 3 class RCC 1000 mm dia. pipes 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 for culvert MORTH No. 2900
50
-
-
SUB ESTIMATE FOR 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 other 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 RETAINING WALLS as per MORT&H Vth Revision 304
-
-
-
PCC Retaining Wall 4.5m
450
-
-
PCC Retaining Wall 4.5-3.5m
450
-
-
PCC Retaining Wall 2.8m
286
-
-
Providing Vibrated Cement Concrete of grade M20 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 as per MORTH Rev. V Specification for footing of the Retaining Walls as per MORT&H Vth Revision 1000, 1500, 1700
-
-
-
PCC Retaining Wall 4.5m
67.5
-
-
PCC Retaining Wall 4.5-3.5m
67.5
-
-
PCC Retaining Wall 2.8m
85.8
-
-
Providing Vibrated Cement Concrete of grade M20 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 as per MORTH Rev. V Specification for Body Wall of Retaining Walls as per sec.1000,1500,1700
-
-
-
PCC Retaining Wall 4.5m
353.4
-
-
PCC Retaining Wall 4.5-3.5m
340
-
-
PCC Retaining Wall 2.8m
227
-
-
Providing and fixing seepage pipes of 100mm PVC pipes of required lengths for abutments and return walls including cost and conveyance of all materials to worksite and labour charges for fixing, etc., complete to drain from the backfill as per section 2706 of MORT&H Specification (Rev. V).
-
-
-
PCC Retaining Wall 4.5m
120
-
-
PCC Retaining Wall 4.5-3.5m
112
-
-
PCC Retaining Wall 2.8m
88
-
-
Providing Vibrated Cement Concrete of grade M20 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 as per 1000,1500,1700 of MORTH Rev. V Specification for for the Broken Parapets
-
-
-
PCC Retaining Wall 4.5m
9
-
-
PCC Retaining Wall 4.5-3.5m
9
-
-
PCC Retaining Wall 2.8m
17
-
-
SUB ESTIMATE FOR APPROACH ROAD
Construction of embankment with approved material of CBR 8 with all leads and Lifts, transporting to site , Spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per class 305. specifications for 95% Compaction with a lead of 1 kms
946
-
-
Construction of sub grade and earthern shoulder with approved material obtained from areas showns in the separate drawing for each and every km having CBR value 8 and procter density and field density as per details enclosed, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORT&H as per class 305. specifications for 97% Compaction with a lead of 1 kms
621
-
-
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
259.7
-
-
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each and 150mm 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.
439
-
-
Providing and laying Prime coat over WMM surface using 7.00 kg. of Emulsion bitumen (S.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cos of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 502 of MORTH Rev-5..Specification Number as per MORTH Rev.V 111,112,502,900
1753
-
-
Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Bitumen Emulsion (RS-1) 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 503 of MORTH Rev-5 Specification Number as per MORTH Rev.V 111,112,503,900
1753
-
-
Providing, laying 60mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30tCMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
105.2
-
-
Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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
52.7
-
-
SUB ESTIMATE FOR RIVER TRAINING WORK Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 our 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 River Training works along channel.as pervclause 304 of MoRTH Rev-5
7560
-
-
Construction of Granular Sub-Base Grade V of 170mm 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 as per clause 401 of MORT&H Rev 5 (Specification Number as per MORT&H Rev.V 111,112,401,900)
44
-
-
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ 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 MORT&H Rev.V 111,112,406,900)
64
-
-
Supplying and Filling with M-Sand Bed to the required thickness including cost and conveyance of all materials to site from any approved source satisfying the standard specifications and all labour charges for filling in layers compacting, ramming to obtain the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc, complete for Bedding to Blocks.
8
-
-
Supplying and laying of M40 grade rubber moulded Interlocking Concrete Paver Blocks of 80mm thick with skid resistant over facing surfaces and with appropriate bonds or patterns of laying blocks to the site, labour charges for loading and unloading, laying charges, vibrator plate compactor charges , joint filling charges and all other incidental charges as per IRC:SP:63 - 2018
255
-
-
Sub Estimate for painting:Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete.
2735
-
-
Painting two coats with ready mix Plastic Emulsion Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc., complete.
443
-
-
Sub Total Bid Price (in figures)
1
-
-
GST @ 18% of above all Schedules (in figures)
1
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements