Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.9 CrAccepted-AOC NO 9 6 POOSARI CHENNIMALAI STREET CHENNIS NEST OPPOSITE TO SBI ERODE DISTRICT 636 009 | SALEM | TAMIL NADU | 636009 | ₹13.9 Cr Quoted ₹14.3 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹14.9 CrRejected-Finance NO 6 26A CHETTIPATTI GOVINDAPADI KOLATHUR METTUR TALUK SALEM 636 303 | SALEM | TAMIL NADU | 636303 | ₹14.9 Cr | L2 | Rejected-Finance Highest bid |
| 3 | L3₹15.4 CrRejected-Finance BEST HOUSE NO 1 GST ROAD OPP TO MANNAR COLLEGE MOOLAKARAI PASUMALAI MADURAI 625 004 | MADURAI | TAMIL NADU | 625004 | ₹15.4 Cr | L3 | Rejected-Finance Highest bid |
Tender Value
₹13.0 Cr
EMD Value
₹6.6 L
Closing Date
7 Oct 2022, 3:00 pmClosed
SEHNRR Chengalpattu
B48, Alagesa Nagar, Chenalpattu
Construction of High level Bridge connecting the villages Agarampallipattu and Thondamanur across Thenpennai river
2022_HWAY_250133_1
02/2022-2023/SDO
Open Tender
Civil Works - Bridges
540 days
Thiruvannamalai
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹6.6 L
chengalpattu
31 May 2023
7 Sept 2022
10 Oct 2022
7 Sept 2022
7 Oct 2022
7 Sept 2022
26 Sept 2022
Amount
Earth work excavation in all classes of soils not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation, for DRESSING THE BED UPTO SILL LEVEL as per MORT&H Vth Revision 304.
Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for FOR FOUNDATION UNDER PIERS AND ABUTMENTS as per Section 304 of MORT&H specifications (V revision)
Vibrated Reinforced Cement Concrete of grade M 10(Nominal mix) 1:3:6 using 40mm 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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification (V Revision) for LEVELLING COURSE below foundation of ABUTMENTS AND PIERS
Vibrated Reinforced Cement Concrete of grade M 35 (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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 1000 of MORT&H specification (V Revision) for FOOTING OF ABUTMENTS AND RETURNS
Vibrated Reinforced Cement Concrete of grade M 35 (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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for SUB STRUCTURE - ABUTMENT and RETURNS - ABOVE GROUND LEVEL
Providing and fixing CLASS I PVC seepage pipes of 100 mm 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 as per cl 2706 of MORT&H specification (V Revision)
Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete,as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS
Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for COLUMN PIER as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) BELOW GROUND LEVEL
Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, for COLUMN PIER as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) ABOVE GROUND LEVEL
Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges, etc.,complete, as per section 1500, 1700 & 2200of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS
Supplying and Fixing of ELASTOMERIC BEARING size 500x300x80mm as shown in 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 specification (V Revision)
Vibrated Reinforced Cement Concrete 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, vibration charges,working at at heights , soft water and hire chargesfor 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 specification (V Revision)
Vibrated Reinforced Cement Concrete 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, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per cl 1500,1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB, KERB and FOOTPATH
Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision)
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 cl 2705 of MORT&H specification (V Revision)
Supplying and installation of STRIP SEAL EXPANSION joint system confirming to specifications for road and bridge works 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V Revision)
Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT &H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014
FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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 and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014
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 all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE Below Approach Slab and Foot Path Ramp.
Vibrated reinforced Cement Concrete 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 but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision)
Vibrated cement concrete M30 (Design mix) using 20mm,12mm, 6mm ISS HBG graded Metal, including cost and conveyance of all materials to work site including all leads for softwater, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT over DECK SLAB and APPROACH as per cl 2702.2 of MORT&H specification (V Revision)
Vibrated reinforced Cement Concrete M30 (Design mix) using 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 HANDRAILS and POSTS as per section 2703-3 of MORT&H Specifications (V Revision).
Vibrated Reinforced CementConcrete M40 (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, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for CRASH BARRIER as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision)
Vibrated Cement Concrete M15 (Nominal mix ), 1:2:4 using 40 mm 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 and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).
Supply and fabrication of Fe-500D (HYSD) 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 cl 1600 of MORT&H specification (V Revision)
Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including lapping 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 cl 1600 of MORT&H specification (V Revision)
Supply and fixing High quality PVC pipes of 160 mm dia. , including and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all othe rincidental charges etc complete for providing utility services in footpaths.as per Section 2706 of MORT&H Specifications (Vth Revision).
FORMATION OF APPROACH ROAD Clearing scrub jungle by cutting removing and depositing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth.
Providing and laying Carted Earth with an average lead of 5.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 95% as per MORT&H No.305 (vth rev)
Providing and laying Carted Earth with an average lead of 5.00Km including cost and conveyance of earth to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting using power roller, tamping, ramming under optimum moisture content to obtain the maximum density including hire and fuel charges for water sprinkler, power roller and all other incidental charges et. complete as per standard specification - 97% as per MORT&H No.305 (vth rev)
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 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) - for grading -V Material
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layers of 125mm each 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
Providing and laying of prime coat over 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
Providing and laying Tack Coat over 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.
Providing and laying 50mm consolidated thick Bituminous Macadam using 0.24 cum of 26.50-13.20mm,0..25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 Kgs of VG30/VG40 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 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher, vibratory / pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 504 MORTH Rev-5.
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.
CONSTRUCTION OF RCC RETAINING WALL (A1 Side) Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for foundation as per MORT&H Vth Revision 304
Plain Cement concrete M10 ( Nominal mix ) 1:3:6 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 compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section relevant standard specification for LEVELLING COURSE below footing of Reatining wall. as per MORT&H Vth Revision 1000, 1500, 1700
Vibrated Reinforced Cement Concrete of grade M 30(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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification for FOOTING OF R.C.C RETAINING WALL.
Vibrated Reinforced Cement Concrete of grade M 30(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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification (V Revision) for STEM OF R.C.C RETAINING WALL.
Vibrated Cement Concrete of Grade M-15, Nominal Mix, 1:2:4using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR Broken parapets as per MORT&H Vth Revision 1000, 1500, 1700
Providing and fixing PVC Pipes of 100 mm 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. as per MOR&H Vth specification No.2706
Supply and fabrication of Fe-500D (HYSD) 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 cl 1600 of MORT&H specification (V Revision)
CONSTRUCTION OF PCC RETAINING WALL (A1 Side) Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for foundation as per MORT&H Vth Revision 304
Plain Cement concrete M10 ( Nominal mix ) 1:3:6 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 compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1000, 1500, 1700 of MORT&H specification (V Revision) for LEVELLING COURSE below foundation of Reatining wall.
Vibrated Cement Concrete of Grade M- 20( Nominal Mix, 1:1.5:3, using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for Footing as per MORT&H Vth specification No.1000, 1500, 1700
Vibrated Cement Concrete of Grade M-20( Nominal Mix) 1:1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for BODY WALLas per MORT&H Vth Revision 1000, 1500, 1700, 2200
Providing and fixing PVC Pipes of 100 mm 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. as per MORT&H Vth Revision 2706
CONSTRUCTION OF RCC RETAINING WALL (A2 Side) Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for foundation as per MORT&H Vth Revision 304
Plain Cement concrete M10 ( Nominal mix ) 1:3:6 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 compacting, curing concrete, Tools and Plants and incidential charges etc., complete relevant standard specification (V Revision) for LEVELLING COURSE below foundation of Reatining wall. as per MORT&H Vth Revision 1000, 1500, 1700
Vibrated Reinforced Cement Concrete of grade M 30(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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification for FOOTING OF R.C.C RETAINING WALL.
Vibrated Reinforced Cement Concrete of grade M 30(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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete as per section 1000, 1500 & 1700 of MORT&H specification (V Revision) for STEM OF R.C.C RETAINING WALL.
Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, FOR Broken parapets
Providing and fixing PVC Pipes of 100 mm 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. as per MOR&H Vth specification No.2706
Supply and fabrication of Fe-500D (HYSD) 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 cl 1600 of MORT&H specification (V Revision)
CONSTRUCTION OF PCC RETAINING WALL (A2 Side) Earth work excavation in all classes of soils, except hard rock,including sand with pebbles, disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for foundation as per MORT&H Vth Revision 304
Plain Cement concrete M10 ( Nominal mix ) 1:3:6 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 compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MORT&H specification (V Revision) for LEVELLING COURSE
Vibrated Cement Concrete of Grade M- 20( Nominal Mix, 1:1.5:3, using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for Footing as per MOR&H Vth specification No.1000, 1500, 1700
Vibrated Cement Concrete of Grade M-20( Nominal Mix) 1:1.5:3 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for BODY WALLas per MORT&H Vth Revision 1000, 1500, 1700, 2200
Providing and fixing PVC Pipes of 100 mm 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. as per MORT&H Vth Revision 2706
Earth work excavation in all classes of soils, sand with pebbles, crushed disintegrated rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including all other incidental charges such as bailing out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specifation, for FOR BOX CULVERT AND WING WALLS as per Section 304 of MORT&H specifications (V revision)
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 soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1000, 1500, 1700 of MORT&H specification (V Revision) for BASECOURSE below BOX CULVERT).
Vibrated Reinforced Cement Concrete of grade M 25(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 and also including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete for bottom slab,Key,stem and top slab of BOX CULVERT
Vibrated Cement Concrete of Grade M-20( Nominal Mix, 1:1.5:3), using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring,structing etc; complete as per relevant standard specifications, for Wing wall and parapets for BOX CULVERT
Vibrated reinforced cement Concrete M30 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but excluding cost and fabrication of steel but including all labour charges for mixing , laying, curing concrete, working at heights, soft water,hire charges for tools and pants including all other incidental etc complete for Approach slab
Vibrated reinforced cement Concrete M30 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but excluding cost and fabrication of steel but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing concrete, soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT with surface reinforcement of 75mm uniform thickness OVER BOX CULVERT
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings
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 100 mm dia drainage spout projecting atleast 600mm 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
Filing behind the stem portions with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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
Supply and fabrication of Fe-240 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 lapping 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).
Supply and fabrication of Fe-500 D (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 lapping 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).
Sub Total Bid Price (in figures)
GST @ 12% of above all Schedules (in figures)
RM AND COMPANY
J SENTHILKUMAR
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid