Construction of Road Over Bridge in lieu of existing Level Crossing No.15 at Railway Km 35/30-32 in

Amount

Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, 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, shrubs and other deleterious matter and obstructions trimming bottom of excavations, backfilling, and clearing the site and disposal of all surplus earth with all leads etc., complete as per standard specifications for ABUTMENTS, PIERS AND RETAINING WALLS.

Depth upto 2.00m

Depth above 2.00m

Providing and driving in position permanent M.S Liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left permanently with the pile shaft as per the requirement and as per the specifications and placing form the bottom with all leads and lifts using 6mm M.S sheet etc., complete for piles under abutments and piers of Main ROB.

Providing reinforced cement concrete cast-in-situ bored piles of 1000 mm diameter in vibrated RCC, Mix M35 (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, and placing it in position before concreting setting up of piling equipment. shifting the same from one pile location to another pile location dismantling them and recreating as necessary including all labour for diriving through all soils, leading the excacated earth to a distance of 200m, mixing concrete, filling it in position, compacting cutting of pile head to cut off level for casting pile cap, and all the incidental charges etc., complete as per standard specifications, and all other incidental charges etc. complete including conducting routine load test and initial load test for piles under abutments and piers of Main ROB.

Vibrated Cement Concrete M10 (Nominal mix 1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering using soft water, labour charges for mixing transporting and placing in position compacting finishing and curing, work at depths, hire charges for tools and plants and incidental charges such as bailing out water, maintain protective bunds, shoring, shrutting,etc complete as per relavent standard specification for Levelling course below abutment, pier and retaining wall.

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20 mm ISS graded HBG graded metal including cost and conveyance of all materials to site 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 depths, Tools and Plants including all other incidental charges, etc., complete, as per relevant standard specification for PILE CAPS UNDER ABUTMENTS.

Vibrated Reinforced cement concrete M30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyeance of all materials to site including cost of cement at site including form work and centering using soft water, labour charges for mixing, transporting and placing in positions, vibrated and compacting finishing and curing concrete, working at heights, hire charges for Tools and plants including all other incidental charges, etc., complete as per relevant standrads specifications for ABUTMENT AND WING WALL SUB STRUCTURE

Vibrated Reinforcement Cement Concrete M30 (Design mix) using 20mm ISS grade HBG metal stone including cost and conveyance of all materials to site including cost of cement at site including formwork and centering using soft water, labour charges for mixing, transporting and placing in position, vibrated 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 Specification for PIERS

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 including formwork and centering using soft water, labour charges for mixing, transporting and placing in position, vibrated 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 specification for BED BLOCK CUM DIRTWALL.

Vibrated Reinforcement Cement Concrete M30 (Design mix) using 20mm ISS grade HBG metal stone includin cost and conveyance of all materials to site including cost of cement at site including formwork and centering using soft water, labour charges for mixing, transporting and placing in position, vibrated 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 Specification for PIER CAP

Supply and fixing of Elastomeric bearing of size 500 X 320 X 80 mm as per IRC:83-1987 shown in the drawing , including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specification for Main ROB

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 and labour charges for form work and centering including labour charges for mixing transporting, laying, compacting and curing concrete including cost of soft water with all leads, working at heights hire charges for Tools and plants including all other incidental charges etc; complete as per relevant standard specification for LONGITUDINAL GIRDER, CROSS GIRDER

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 and labour charges for form work and centering including labour charges for mixing transporting, laying, compacting and curing concrete including cost of soft water with all leads, working at heights hire charges for Tools and plants including all other incidental charges such as bailng out water, shoring, strutting etc; complete as per relevant standard specification for DECK SLAB

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 cost and labour charges for form work and centering including labour charges for mixing transporting, laying, compacting and curing concrete including cost of soft water with all leads, working at heights hire charges for Tools and plants including all other incidental charges such as bailng out water, shoring, strutting etc; complete as per standard specification for RETAINING WALL – FOUNDATION.

Vibrated Reinforced Cement Concrete M30 (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 and labour charges for form work and centering including labour charges for mixing transporting, laying, compacting and curing concrete including cost of soft water with all leads, working at heights hire charges for Tools and plants including all other incidental charges such as bailing out water, shoring, strutting etc; complete as per standard specification for RETAINING WALL – SUBSTRUCTURE BELOW GROUND LEVEL

Vibrated Reinforced Cement Concrete M30 (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 and labour charges for form work and centering including labour charges for mixing transporting, laying, compacting and curing concrete including cost of soft water with all leads, working at heights hire charges for Tools and plants including all other incidental charges such as bailing out water, shoring, strutting etc; complete as per relevant standard specification for RETAINING WALL – SUBSTRUCTURE ABOVE GROUND LEVEL

Vibrated Reinforced Cement concrete M40 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work and centering using soft water, labour charges for mixing, transporting and placing in position, vibrated 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 specification for CRASH BARRIER.

Providing and fixing of Galvanized Iron 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 projected atleast 600mm beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc., complete as per standard specification.

Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal including cost and coneyance of all materials to site and cost of cement at site including form work as centering, using soft water, labour charges for mixing, tranporting and placing in position compacting, finishing and curing, work at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specification for BASE COURSE BELOW APPROACH SLAB

Vibrated Reinforced Cement Concrete M30 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering using soft water, labour charges for mixing, transporting and placing in position, vibrated 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 specification for APPROACH SLAB

Vibrated Reinforced Cement concrete M30 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to works 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 remolded expansion joints and fixing in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.

Supply and installation of Strip seal expansion joint (40mm wide) conforming to section 2607 and in accordance with section 2602 of specification for Road and Bridge works Revision IV:2001, Published by Ministry of Surface Transport (Road wing) in the 40mm wide expansion gap providing between decks over piers and in between deck and dirtwall 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 section 2608 of MORT&H specifications, including labour and hire charges for equipment and other incidental charges for fixing the joints complete in all respects as per sections 2609 and 2610 of the above said specifications for Main ROB.

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments wings and Retaining walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per standard specifications.

Providing Filter Media 600mm thick behind abutments and returns using filter material conforming to Cl 309.3.3 of MORT&H specification to full depth of section and well packed with smaller size towards the soil and bigger size towards the wall including cost of conveyance of all materials to work site including all other incidental charges etc., complete as per revelant standard specification for Main ROB.

Filling behind abutments and wings with clean gritty gravel having a ф value of 35° as per appendix 6 of IRC 78/2000 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 standard specifications for Main ROB.

Providing and fixing PVC Drain pipes of 140 mm dia of required including cost and conveyance of all materials etc., complete.

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule and cost of steel confirming to IS.1786 at site and cost of fabrication, labour charges for cleaning the rods straightening,cutting, bending tying grills, including overlapping to the required length wherever 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 standard specifications.

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule and cost of steel confirming to IS,1786 at site including fabrication, labour charges for cleaning the rods straightening cutting bending tying grills, including overlapping to the required length wherever 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 incidential charges etc., complete as per standard specification.

Earthwork excavation for boxcutting including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 1km for formation of Approach Road.

Forming sub grade with gravel having CBR not less than 10% including cost and conveyance 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 as per relevant specifications.

Forming sub grade with gravel having CBR not less than 10% including cost and conveyance 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 as per relevant specifications

Providing Filter Media 600mm thick behind abutments and returns using filter material conforming to Cl 309.3.3 of MORT&H specification to full depth of section and well packed with smaller size towards the soil and bigger size towards the wall including cost of conveyance of all materials to work site including all other incidental charges etc., complete as per revelant standard specification.

Construction of Granular Sub Base by providing close graded materials IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibrating roller to achieve the desired density complete as per clause 401 of MORT&H Rev-5 grading V Top layer.

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam 250mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density inclduing cost of material labour charges, rentals for machinary, fuels 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 7.00 Kg Bitumen Emulsion (SSI) per 10 Sqm for preparatory to another bituminious construction over it including cost of material labour charges, rentals for machinary, fuel and all other incidental charges etc complete as per clause 502 of MORTH Rev-5.

Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinary, fuel and all other incidental charges etc complete as per Clause 503 of MORTH Rev-5.

Providing, laying consolidated 95mm thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm and 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm inclduing cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP 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 specfication using CMP as per clause 505 of MORTH rev-5.

Providing, laying Bituminous concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm and 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform mix of 40mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP 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 specfication using CMP as per clause 507 of MORTH rev-5.

Earth work Excavation in all classes of soils including weathered rock not requiring blasting and depsiting on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Box Cutting for Service Road.

Forming sub grade with gravel having CBR not less than 8% including cost and conveyance 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 as per relevant specifications

95% compaction

97% compaction

Construction of Granular Sub Base by providing coarse graded materials of grading HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H Rev-5 grading V for Top layer

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam 250mm thick specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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 machinary, fuels and all other incidental charges etc complete as per clause 406 of MORTH Rev-5.

Providing and laying of Prime coat over WMM surface (treated with primer) using 7.00 Kg Bitumen Emulsion (SSI) per 10 Sqm for preparatory to another bituminious construction over it including cost of material labour charges, rentals for machinary, fuel and all other incidental charges etc complete as per clause 502 of MORTH Rev-5.

Providing and laying of Tack coat over WMM surface (treated with primer) using 2.50 Kg Bitumen Emulsion (RSI) per 10 Sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinary, fuel and all other incidental charges etc complete as per Clause 503 of MORTH Rev-5.

Providing, laying consolidated 50mm thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm and 0.35cum fo 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs 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 the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP 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 specfication using CMP as per clause 505 of MORTH rev-5s.

Providing and laying Bituminous Concrete 30mm thick using 0.13cum of 19-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm & below with 50.30Kgs of VG 30 bitumen for premixing per 10 sqm including cost andconveyance 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 required density etc including labour for attending to paver at site etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler tipper trucks,paver finisher/9m paver finisher,Vibratory/Pneumatic rollers and all other tools and plants required,including fuel and all other incidental charges, etc complete as per Specification using CMP as per Clause 507 MORTH Rev-5.

Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with intitial leads 10m and initial lifts of 2m as per SS20B, 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, shrubs and other deleterious matter and obstructions trimming bottom of excavations, backfilling, and clearing the site and disposal of all surplus earth with all leads etc., complete as per standard specifications for Drain

Plain cement concrete M15 [Normal mix 1:3:6 ] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for LEVELLING COURSE BELOW DRAIN

Vibrated reinforcement cement concrete of grade M20 Nominal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for BASE SLAB OF DRAIN

Vibrated reinforcement cement concrete of grade M20 Nominal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for BODY WALLS OF DRAIN.

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule and cost of steel confirming to IS.1786 at site and cost of fabrication, labour charges for cleaning the rods straightening,cutting, bending tying grills, including overlapping to the required length wherever 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 standard specifications for Drain.

Supplying and fixing of Fiber reinforced concrete manholes with frame o.6m and dia as per IRC 50-1999 and as directed by the department officers at every 10m intervals along the drain cover slab for strom water drain portion.

Vibrated reinforcement cement concrete of grade M25 Design mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for COVER SLAB OF DRAIN

Supply and fixing of PVC Pipe of 75mm dia for drainage hole in the cover slab of drain including cutting and fixing in zig zag position during concreting as per direction of Departmental officer etc

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B 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, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for Rain water Harvesting system .

Upto 2m

From 2m to 3m

Filling with M sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for the pit and Rain water harvesting well

Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer .

Filling with 20mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer .

Filling with 10mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer.

Filling with 6mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer .

Supplying and fixing of RCC NP3 ISI Class pipes 1200mm dia including cost and conveyance at site as per relevant specification including hoisting and fixing of pipes and collars to proper gradient over the granular bed including all labour charges and all other incidental charges, etc., complete for pipes as directed by the Engineer.

Supplying and fixing of fiber reinforced concrete Manholes cover 1200mm dia with frame as per IRC :50 - 1999 and as directed by the departmental officers For cover over rain water harvesting pit.

Sub Total Bid Price (in figures)

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

M.R.Hi-TechEngineers Pvt.Ltd., (BID ID -1356245)