Construction of High Level Bridge Connecting the Villages T.Valasai Su.Valavetti across Thurinjal River

Amount

Earth work excavation in all classes of soils, except 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 DRESSING THE BED as per sec.300, 304 of MORTH Rev.V

Earth work excavation in all classes of soils except hard rock, not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing and their subsequent removal, removal of all logs,stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION UNDER ABUTMENTS AND PIERS as per Section 300, 304 of MORT&H specifications (V revision)

Compacted Cement concrete M10 (ordinary concrete) using 40mm ISS HBG 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, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structing etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS & PIERS to provide even surface as per Sections 2100 of MORT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm 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 and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc.,complete, for FOOTIG UNDER ABUTMENTS AND RETURNS WALLS AND PIERS as per section 1500, 1700 & 2100 of MORT&H Specifications (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel 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, for SUBSTRUCTURE ABUTMENT and RETURNS as per section 1500, 1700 & 2200 of MORT&H Specifications (V Revision).

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 - PIERS

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 el 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, as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) for CAPPING BEAM OVER PIERS.

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).

Supplying and Fixing of ELASTOMERIC BEARING 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 heights, soft water and 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 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 el 1500, 1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB, KERB and SAFETY KERB.

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). Over deck

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 el 710.1.4 & Appendix 6 of IRC 78-2014.

FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost and 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 el 710.1.4 & Appendix 6 of IRC - 78-2014

Compacted Cement Concrete M15 (Ordinary concrete) 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 el 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE Below Approach Slab and Safety Kerb Ramp

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 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 SŁAB as per cl 1500, 1700 & 2704 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 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 SAFETY KERB RAMP 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 ete, complete for WEARING COAT over DECK SLAB and APPROACH SLAB as per el 2702.2 of MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HB 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).

Supply and fabrication of High corrosion resistant Marine Fe-500 (HYSD) Fe-500 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 & 1009.3 of MORT&H Specifications (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 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, 1009.3 of MORT&H Specifications (V Revision).

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 2706 of MORT&(H) Specifications (Fifth Revision).

Construction of RCC Retaining wall: Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS. as per MORT&H Vth Revision 304

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Plain Cement Concrete of Grade M-10, Nominal Mix, 1:3:6 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc;complete as per relevant standard specification for BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS.as per MORT&H Vth Revision 1000, 1500, 1700

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Vibrated reinforced cement concrete M30 grade, Design mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTING OF RETAINING WALLS. as per section 1000, 1500 & 1700 of MORT&H Vth Revision

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Vibrated reinforced cement concrete M30 grade, Design mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM RETAINING WALLS. Below Ground level as per MORT&H Specificaton No.1000, 1500, 1700, 2200

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Vibrated reinforced cement concrete M30 grade, Design mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for STEM RETAINING WALLS. Above sill level as per MORT&H Specificaton No.1000, 1500, 1700, 2200

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Supply and fabrication of Fe-500 D (HYSD) 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 1600 of MORT&H Specifications (Fifth Revision)

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Broken Parapet as per cl 1000, 1500, 1700 of MORT&H specification (V Revision)

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

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)

RCC Retaining wall A1 side 7.0 m Height

RCC Retaining wall A1 side 6.0 m Height

RCC Retaining wall A2 side 7.0 m Height

Construction of PCC retaining wall in A1 & A2 side: Earth work excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS208, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction, trimming bottom of excavation backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per relevant standard specification for FOUNDATION OF PCC RETAINING WALLS. MORT&H-304.

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

Vibrated Cement Concrete of Grade M-20, Nomional Mix, 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS, MORT&H - 1000,1500,1700

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

Vibrated Cement Concrete of grade M20 Nominal Mix. 1:1.5:3 , using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 STEM OF RETAINING WALLS. (Below the ground level) MORT&H - 1000,1500,1700,2200

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

Vibrated Cement Concrete of grade M20 Nominal Mix. 1:1.5:3, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 STEM OF RETAINING WALLS. (Above the ground level) MORT&H - 1000,1500,1700,2200.

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

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)

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

Vibrated Cement Concrete of grade M15(Nominal mix ) using 40mm ISS metal, including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing concrete, laying, hire charges for Tools and Plants, and incidental charges etc., complete, as per relevant standard Specification for BROKEN PARAPET OVER RETAINING WALL 1000,1500 & 1700 OF MORT&H SPECIFICATIONS (V Revision)

PCC Retaining wall A1 side 4.5 m - 3.5 m Height

PCC Retaining wall A2 side 3.0 m Height

Formation of Approach road Construction of Embackment with approved material of CBR 8 with all lead and lifts transporting to site spreading, grading to required slope and compacting to meet requirement of table 300-2 of Morth specification 95% compaction with a lead of 4 Km. as per cl 305 of of MORT&H specification (V Revision)

Construction of subgrade and Earthern Shoulder with approved material obtained from areas shown 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 Morth specification 97% compaction with a lead of 4 Km. as per cl 305 of of MORT&H specification (V Revision)

Construction of Granular Sub-Base (Gr-V) 150 mm thick by providing close graded materials, 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.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. 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 subbase / 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 Prime coat over WMM surface (treated with primer) using 7.00 kg. of Emulsion bitumen (S.S-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 incidentals charges etc., complete as per clause 502 of MORTH Rev-5.

Providing and laying Tack coat over WMM surface (treated with primer) using 2.50 kg. of Emulsion bitumen (R.S-1) per 10 sqm. for prepatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidentals charges etc., complete as per clause 503 of MORTH Rev-5.

Providing and laying 50 mm consolidated thick Bituminous Macadam using 0.20 cum. Of 26.50-13.20mm, 0.43 cum. Of 13.20-2.36 mm and 0.23 cum. Of 2.36 mm & below and with 37.00 kgs. Of VG 30 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 0.13 cum. of 19.00-9.50mm, 0.17 cum. of 9.50-2.36mm and 0.26 cum. of 2.36 mm and below with 50.30 kgs. of VG 30 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 paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / pneumatic 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 / 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 507 MORTH Rev-5.

Construction of Box Culvert : Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 BOX CULVERT and Retaining wall as per MORT&H Vth specification No.304. 111,112.

Single Cell Box Culvert

Double Cell Box Culvert

Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LEVELING COURSE OF BOX CULVERT .as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev

Single Cell Box Culvert

Double Cell Box Culvert

Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and Side walls excluding Cost of Steel for culvert as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev

Single Cell Box Culvert

Double Cell Box Culvert

Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 clause No.1600 of MORT&H Vth rev

Single Cell Box Culvert

Double Cell Box Culvert

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per clause No1000,1500,1700,2702 of MORT&H Vth rev

Single Cell Box Culvert

Double Cell 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 as per MOR&H Vth specification No.2706

Single Cell Box Culvert

Double Cell Box Culvert

Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG 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 for Stem of wing wall and parapet and Parapet over Box Culvert as per specification No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev

Single Cell Box Culvert

Double Cell Box Culvert

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

Kothanya Construction