Tender Notice No 16 2023 24 CMDP DO dt 19.12.2023

Amount

I. Bridge Works

Earth work excavation in all classes of soils 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 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 specifation,for PILE CAP UNDER RETAINING WALL AND EMBANKMENT CUTTING FOR APPROACH ROAD WIDENING PORTION as per Section 300 of MORT&H Specifications (Fifth Revision).

Providing Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal Bored-cast-in situ piles of 1200mm diameter, as per Cl.709.1.9 of IRC:78-2014, 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 and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomodating piling equipment, forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW RETAINING WALL as per Sections 1100 & 1700 of MORT&H Specifications (Fifth Revision).

Plain cement concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying, compacting, curing concrete, tools and plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAPS as per Sections 1100 of MORT&H Specifications (Fifth Revision).

Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel but including cost of formwork,soft water,labour charges for mixing, transporting, laying, curing concrete, working at depths, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for PILECAPS UNDER Retaining Wall as per Sections 1100,1500 & 1700 of MORT&H Specifications (Fifth Revision).

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete for RETAINING WALL & PROTECTION WALL as per Sections 1500,1700 & 2200 of MORT&H Specifications (Fifth Revision).

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for CRASH BARRIER ON RETAINING WALL as per Sections 811,1700 &2703.3 of MORT&H Specifications (Fifth Revision).

Providing and fixing Class I PVC seepage pipes of 100 mm dia of required lengths for 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 Section 2706 of MORT&H Specifications (Fifth Revision).

Providing FILTER MEDIA behind Abutment and Return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014 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.

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 6.mm thick liner to be left premanenty with the pile shaft as per the requirement and as per the sepcifications and placing from the bottom with all leads and lifts using 6mm M.S. Sheet etc., complete.

Disposing the Excess excavated earth material by mechanical transport with a lead of 5 km including loading and disposal etc., complete (As per MoRTH Spec.No: 201,Rev-v-2013)

Filling with excavated earth with all lifts and and leads, transporting to site spreading , grading to required slope and compacting to meet requirement of Table 300 -2 for back side of PROTECTION WALL and in between Centre Median (As per MoRT&H Spec.No: 304.3.7,Rev-V-2013)

Supplying and Fabrication of Fe-500D Corrosion Resistant Steel (CRS) required for all RCC items of works involved in the schedule, including cost of steel at site and the cost of fabrication, labour charges for cleaning the rods, straigntening, cutting,bending,tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in the positions as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per relevant standard specifications. (As per MoRT&H Spec.No: 1901-1909,Rev-V-2013)

Sub Estimate 1 : Widening and Strengthening of ROB approaches

Earth work excavation including removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with specifications and the lines , grades and cross sections as shown in the drawings or as indicated by the Engineer and disposal of all other surplus materials etc., complete as per relevant standard specification for Box Cutting for Approach Road (As per MoRTH Spec.No: 304)

Clearing the Light jungle including removal and satisfactory disposal of all materials away from the construction of road way, in accordance with specifications and as indicated by the Engineer etc., complete on slopes of existing embankment.

Forming the emabankent by refilling the excavated earth in layers of not excceeding 200mm including compacting each layer to 95% of PD as per MOTRH specifications

Filling with Quarry dust having CBR not less than 6% including cost and conveyance , spreading in uniformly for embankment formation in layers of not exceeding 200 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Procter density for sub grade level keeping the moisture content of Quarry fines at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete.(As per MoRT&H Spec.No: 305,401&408),Rev-V2013

a)Embankment(95% compaction)

b)Subgrade (97% compaction)

Providing and laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900 for APPROACH ROAD .

Providing and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900 for APPROACH ROAD

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502.

a) Providing and applying Tack coat (RS1)with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom.as per MORT & H No: 503 - 5.2.Rev-v-2013.

b) Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900

Providing, laying 75mm - 100mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50 - 13.20mm, 0.35 cum of 13.20 - 2.36mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for pre mixing per 10 sqm 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 thickness of 75 mm 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 - 30 t 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 specification using CMP as per clause 505 of MORTH rev-5. Grade - I

Providing, laying 50mm - 75mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50 - 13.20 mm, 0.25 cum of 13.20 - 2.36 mm and 0.23 cum of 2.36 mm & below and with 53.20 Kgs of VG 30 Grade bitumen for pre mixing per 10 sqm 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 work site, spreading the mix to uniform thickness of 50mm using 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 and fuel charges for 20 - 30 ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5. Grade - II

Cutting the BT surface to 5 to 7 cm depth using Milling Machine, conveying the milled based materials to at least for 20km distance including hire and running charges for the machine, conveyance charges,unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc,complete as per the direction of departmental officers

Providing and laying Bituminous concrete 40mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification as per MORT & H No: 507 ,Rev-V-2013.complete in all respects

Providing Bituminous wearing coat by laying 25mm thick mastic asphalt course on top of approach slab including Tack coat at the rate of 3.0Kg/10sqm with paving grade VG 30 bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10cm centre to centre in both directions, pressed into surface when the temperature of surfaces not less than 100 deg C, protruding 1mm to 4 mm over mastic surface, all complete as per MORT & H specifications 516,2702 & 900 including overlaying Bituminous concrete 40mm thick on top of wearing coat complete (Rate includes mastic asphalt 25mm and BC 40mm thick)

Plain Cement Concrete M15 (Nominal mix 1:2:4) using 20mm ISS HBG metal including cost and conveyances of all materials to site and cost of cement at site including cost of formwork, for soft water, labour charges for mixing, transporting, laying and curing of concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdam, shoring , strutting, rendering the surface smooth etc., complete as per relevant Standard specification for BASE COURSE below KERB, MEDIAN (As per MoRTH Spec.No: 602.4,Rev-V-2013)

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 of form work and centering, labour charges for mixing,transporting, laying and curing concrete, working at heights , soft water, hire charges for tools and plants, including all other incidental charges thereto etc., complete as per relevant standard specification for MEDIAN. (As per MoR&TH Spec.No: 1719,Rev-v-2013)

Vibrated Reinforced Cement Concrete M20 (Nominal mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work and centering, labour charges for mixing,transporting, laying and curing concrete, working at heights , soft water, hire charges for tools and plants, including all other incidental charges thereto etc., complete as per relevant standard specification for KERB. (As per MoR&TH Spec.No: 1719,Rev-v-2013)

Filling with Stone Dust below footpath including cost & conveyance of sand to work site, labour for filling, watering and compacting by tamping with all leads for water and all other incidental charges etc. complete as per relevant standard specifications.

Manufacturing and fixing of Machine Cut granite stone slab for flooring of size 0.60m x 0.60m and 50mm granite slab for platform flooring and pointing with cement mortar 1:3 including cost and conveyance of approved quality of granite stone as specified by the departmental officers including cost and conveyance of all materials to work site including cost of cement which has to be procured by the contractor including labour charges for fixing the granite stone slab in correct position to the required line and gradient as directed by the departmental officers and all other incidental charges etc. complete as per standard specification.

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 od steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights , hire charges for tools and plants, including all other incidental charges etc., complete as per relevant standard specification for Approach Slab (As per MoRT&H Spec.No: 2201&2301,Rev-V-2013)

Supply and fabrication of Fe-500D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement, placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Supplying and installation of STRIP SEAL EXPANSION JOINT system conforming to specification of road and bridges works V revision 2013,602.8.1 published by MORT&H in the 40mm expansion gap in between deck and dirt wall over abutment and between two deck and dirt walkover abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials to site, cost of testing as per MoRTH specifications, including all labour charges, equipment and all other incidental charges for fixing the joint system complete in all respects as per specifications.

Sub Estimate 2 : Construction of storm water drain from Km 12/250-12/874.1 L/S

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank including existing road surface with all leads and lifts and all other incidental charges such as cost of bailing out of water, providing necessary cofferdam, shoring strutting walling for leveling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materials etc., complete as per relevant standard specification for FOUNDATION OF DRAIN.

Filling with Stone dust from approved quarry including cost and conveyance of materials and labour charges for foundation Trenches as per Drawing & Technical Specification - as per MORT & H No:304 - 12.3

Plain cement concrete M15 (Nominal mix 1:2:4) using 20mm ISS HBG metal including cost and conveyances of all materials to site and cost of cement at site including cost of formwork, lad for soft water, labour charges for mixing, transporting, laying and curing of concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdam, shoring , strutting, rendering the surface smooth etc., complete as per relevant Standard specification for levelling course(As per MoRTH Spec.No: 602.4, Rev-V-2013)

Vibrated reinforced cement concrete M30 (Design mix) using maximum nominal size of coarse aggregate as 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 labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights , hire charges for tools and plants, including all other incidental charges etc., complete as per relevant standard specification for Drain bottom slab, Walls, Top Slab (As per MoRTH Spec.No: 2201 & 2301. Rev-V-2013)

Supply and fabrication of Fe-500D grade CRS steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement, placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Providing circular heavy duty Manhole cover with Frame of 600mm inner dia at 10 m Interval in RCC Drains as per drawing & as directed by the engineer Incharge.

Sub Estimate III :Widening of a Single cell RCC Box culvert of 4m x 4m @ CH 12/250.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank including existing road surface with all leads and lifts and all other incidental charges such as cost of bailing out of water, providing necessary cofferdam, shoring strutting walling for leveling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materials etc., complete as per relevant standard specification for FOUNDATION.

Filling with Stone dust from approved quarry including cost and conveyance of materials and labour charges for foundation Trenches as per Drawing & Technical Specification - as per MORT & H No:304 - 12.3

Plain cement concrete M15 (Nominal mix 1:2:4) using 20mm ISS HBG metal including cost and conveyances of all materials to site and cost of cement at site including cost of formwork, lad for soft water, labour charges for mixing, transporting, laying and curing of concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdam, shoring , strutting, rendering the surface smooth etc., complete as per relevant Standard specification for Foundation concrete for culvert (As per MoRTH Spec.No: 602.4, Rev-V-2013)

Vibrated reinforced cement concrete M30 (Design mix) using maximum nominal size of coarse aggregate as 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 od steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at heights , hire charges for tools and plants, including all other incidental charges etc., complete as per relevant standard specification for Culvert Raft, Wall, Slab (As per MoRTH Spec.No: 2201 & 2301. Rev-V-2013)

Supply and fabrication of Fe-500D grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and providing to the reinforcement, placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per Section 1600 of MORT&H Specifications (Fifth Revision).

Sub Estimate IV: Providing painting to the ROB structures.

One coat of primer and two coats alternate strip of white / yellow and black colour for Crash barrier, Kerb & Median with enamel paint and as directed by the departmental officers including cost of materials to site including labour for cleaning the surface, including hire charges for tools and plants required for painting and all other incidental charges thereto etc., complete as per relevant standard specification.

Painting one part acrylic based plasto - elastic crack bridging anti carbonation protective coating over the entire concrete surface of approved quality and of approved colour over a priming coat including thorough scrapping, clean removal of dirt, scaffolding, labour , tools and plants and other incidental charges etc., complete complying with specifications of Sikagard/Equivalent Primer - Sikagard - 551 S /Equivalent Consumption : Approx 0.25 kg/m2 Coating : Sikagard - 550 W Elastic Consumption : Approx 0.60 Kg/m2/2 coat Number of Coats : 2

Sub Estimate V: Maintaining the Existing Rad

Providing and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900 for APPROACH ROAD .

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg/sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502.

a) Providing and applying Tack coat (RS1)with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom.as per MORT & H No: 503 - 5.2.Rev-v-2013.

b )Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900

Providing and laying Dense graded bituminous macadam 50mm thick Grade 2 with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 - 5.6 complete in all respects.

Providing and laying Bituminous concrete 40mm thick with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification as per MORT & H No: 507 ,Rev-V-2013.complete in all respects

Dismantling RCC for exisiting Drain and Centre median and removing the debris from the site including hire, fuel and running charges for the machineries deployed for this work all labour charges, loading, unloading and conveyance charges for the debris and disposing the same as directed by the departmental officers, stacking and handover the steel reinforcement to the departmental officers and all other incidental charges etc.. complete

Hire Charges for barrication boards of minimum 3.0m height,around the site premises using 94kg/m using ISMC 100mm as transom and verticals and 3mm thick MS nailing to the floor, icluding cost of fabrication,transportation,lifting and placing in position using cranes,painting,reflective stickers,provision for continuous lighting arrangements in straight rows or as required including all other incidental charges thereto etc., complete as per relevant standard specification.

Sub Estimate VI: Providing contiguous piles to retain the soil and protect embankment near railway portion during deep excavation.

Earth work excavation in all classes of soils except hard rock requires 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 of 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, Tools and plants etc., for Capping Beam complete

Providing reinforced cement concrete cast-in-situ bored piles of 450 mm diameter in RCC using M30 (Design mix) using 20 mm ISS HBG metal by tremie concreting 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 and including all labour for boring through all soils, leading the excavated earth to a distance 200 m, mixing concrete, filling it position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, and all other incidental charges etc., complete as per standard specifications, for CONTIGUOUS PILE.

Supplying and Fabrication of Fe-500D required for all RCC items of works involved in the schedule, including cost of steel at site and the cost of fabrication, labour charges for cleaning the rods, straigntening, cutting,bending,tying grills, including over lapping to the required length wherever necessary and placing the reinforcement in the positions as specified in the drawings including cost of binding wire, provision of space bars, cover blocks and all other incidental charges etc., complete as per relevant standard specifications.

Plain Cement concrete M15 ( mix 1:2:4) using 20mm ISS 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 relevant standard specification, for LEVELING COURSE BELOW CAPPING BEAM

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including 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 CAPPING BEAM over Contiguous Pile.

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

P.K.M. CONSTRUCTIONS