Vellore Dvn

Amount

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 FOUNDATION OF ABUTMENTS & PIERS as per Section 304 of MORT&H Specifications (Fifth Revision).

Earth work excavation in rock not requiring blasting (SDR, Kankar and Soft rock) and depositing on bank, with all leads and lifts, 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 FOUNDATION OF ABUTMENTS & PIERS as per Section 304 of MORT&H Specifications (Fifth Revision).

Vibrated plain cement concrete of grade M10 (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 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, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOOTING UNDER ABUTMENTS & PIERS as per MORT&H No.1000, 1500, 1700, 2200 (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 FOOTING UNDER ABUTMENTS & RETURN WALLS as per MORT&H No.1000, 1500, 1700, 2200 (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 FOOTING UNDER PIERS as per MORT&H No.1000, 1500, 1700, 2200 (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, etc. complete for ABUTMENT AND RETURN WALL SUBSTRUCTUREas per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS aas per MORT&H No.1000, 1500, 1700, 2200 (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, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for PIERS - 1800mm dia as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated reinforced CementConcrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc.,complete for CAPPING BEAM AND PEDESTALS OVER PIERS as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Supply and fixing of Elastomeric bearing of size 500 x 320 x 80 mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per MORT&H No.2000 (Fifth Revision) and IRC : 38-2015 Part.II

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, using steel gribs and bracing, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for T-BEAMS and CROSS BEAMSas per MORT&H No.1000, 1500, 1700, 2200 (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 formwork, using steel gribs 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 DECK SLAB, KERBS & FOOTPATHas per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated reinforced Cement Concrete of grade 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, 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 aas per MORT&H No.1000, 1500, 1700, 2200 (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 INNER EDGE OF FOOTPATH as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Providing and fixing of G.I. Drainage spouts 100mm dia asper 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 Section 2705 of MORT&H Specifications (Fifth Revision).

Vibrated Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40 mm ISS HBG graded 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, potable water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET OVER RETURN WALLS as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specification for Road and Bridge Works published by Ministry of Surface Transport(Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials,cost of testing as per the MORT&(H)specifications, including labour ,equipment and incidental charges for fixing the joints complete in all respects, as per Section 2600 of MORT&H Specifications (Fifth Revision).

Vibrated Plain Cement Concrete of grade 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 labour 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, for BASE COURSE BELOW APPROACH SLAB, FOOTPATH RAMP & FOOTPATH RAMP as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work,labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 of MORT&H Specifications (Fifth Revision).

Providing and fixing Class 1 PVC seepage pipes of 100 mm dia of required lengths for abutments and wing 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 conforming to clause 309.2.B of MORT&H rev.V 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 Return walls as per Appendix 6 of IRC: 78-2014 with filling material having Ø value more than 35° free from cohesion, 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 and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.

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).

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 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).

Supply and fixing of High Quality PVC pipes of 150m dia etc, complete as per standard specifications for utility services in footpath

Clearing heavy 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.

Supplying and Laying and fixing RCC pipes of 1000mm dia of standard length in position with collars including cost and conveyance of pipes of collars which will be supplied by contractor to work spot, handling charges for the same at both ends including labour charges for hoisting and placing the pipes and position packing joints in cement mortor 1:4 and all other incidental charges etc., complete as per the standard specification for Dry Fixing as per MORT&H No.2900 (vth rev)

Carted Earth (Providing and Laying Carted Earth with an average lead of 1.00Km including cost and conveyance of gravel 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)

Carted Earth (Providing and Laying Carted Earth with an average lead of 1.00Km including cost and conveyance of gravel 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)

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 mixplant at OMC,carriage of mixed Materia lto worksite,spreading in uniform layers with moto rgrader 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 including premixing the materials with water at OMC in mechnanical mix plant carriing of mixed material by tipper to site laying in uniform layers and using loader, water tanker and compacting with vibratory roller to acheive the desired density including cost and conveyance of all materials and hire & fuel charges and all other incidental charges etc.complete as per MORTH Rev.5 as per MORTH standard specifications Nos 406

Prime coat (Providing and applying prime coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORTH Rev.5 as per MORTH standard specifications Nos502 - over WMM

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH Rev,V specification Nos .503 over granular surfaces treated with prime over WMM

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 ISS HBG graded metal premixing with 5.00-5.50% of VG 30 grade bitumen by weight of aggregates (as per Job mix formula) 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.

Clearing light 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 Spreading with Carted Earth to a required thickness including cost and conveyance of earth with average lead of 1 km to work site including labour charges for spreading in layers, watering consolidation complete etc., for forming the approach road 95% P.D as per MORT&H No.301 & 305 (vth rev)

Providing and Spreading with Carted Earth to a required thickness including cost and conveyance of earth with average lead of 1 km to work site including labour charges for spreading in layers, watering consolidation complete etc., for forming the approach road 97% P.D as per MORT&H No.301 & 305 (vth rev)

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, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for Widening as per MORT&H No.304 (vth rev)

Providing and laying Granular Sub-Base on prepared sub grade using grading -III materials in accordance with the requirements of the specification.The material shall be laid in one or more layers as sub-base as nessary according to line graders and cross section shown in drawings or as directed by the Engineer MORTH No 401)

Providing and laying Granular Sub-Base on prepared sub grade using grading -V materials in accordance with the requirements of the specification.The material shall be laid in one or more layers as sub-base as nessary according to line graders and cross section shown in drawings or as directed by the Engineer MORTH No 401)

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix macadam including premixing the materials with water at OMC in mechnanical mix plant carriing of mixed material by tipper to site laying in uniform layers and using loader, water tanker and compacting with vibratory roller to acheive the desired density including cost and conveyance of all materials and hire & fuel charges and all other incidental charges etc.complete as per MORTH Rev.5 as per MORTH standard specifications Nos 406

Prime coat (Providing and applying prime coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORTH Rev.5 as per MORTH standard specifications Nos 502 - over WMM

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH Rev,V specification Nos 503 over granular surfaces treated with prime over WMM

Providing and laying 50mm consolidated thick Dense 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 505 MORTH Rev-5.

Providing and laying Bituminous Concrete to 30mm thick using ISS HBG graded metal premixing with 5.00-5.50% of VG 30 grade bitumen by weight of aggregates (as per Job mix formula) 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.

Earthwork excavating and deposting on bank with initial lead of SS 20B using available earth

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing(Sh no:62) 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 No.304 (vth rev)

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 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 LEVELLING COURSE BELOW THE FOOTINGS OF RCC RETAINING WALLS.

Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm ISS 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 FOOTINGS OF RCC RETAINING WALLS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using 20mm ISS metal, including cost and conveyance of al materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying curing concrete, working at heights, soft water, hire charges for tools and palants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wngs including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated Cement Concrete M-15, Grade, using ISS 40mm size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 PCC PARAPET OVER RETAINING WALLS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Supply and fabrication of Fe500 D 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 MORT&H No.1600 (Fifth Revision).

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 labor, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS as per MORT&H No.304 (Fifth Revision).

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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for FOOTINGS RETAINING WALLS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Vibrated Cement Concrete of grade M20 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, 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 as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labor for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labor charges for fixing, etc., to drain of the backfill IN THE RETAINING WALL as per MORT&H No.2706 (Fifth Revision).

Vibrated Cement Concrete of grade M20 Nominal Mix 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, 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 PARAPET as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Dismantling the Plain Cement Concrete in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORT&H No.202

Dispose the pipes (19 nos) and labour and transporting charges

Earth work 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 alll labour, equipmnts and all incidental charges such as bailing our water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequeent removal, removal of all logs, stumps, grubs, and other deleterious matter and obstructions, trimiing bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc.,complete as per relevent standard specification for the river training works for free flow of water on U/S and D/S as per MORT&H No.304 (Fifth Revision).

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 of Toe walls of REVETMENTS.as per MORT&H No.304 (Ffth Revision).

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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for TOE WALLS OF REVETMENTS FOOTING. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for STEM OF TOE WALLS OF REVETMENTS. as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Gravel backing to revetment for 150mm thick, including cost and conveyance of gravel to worksite,laying, and filling in layers, of 150mm thick, tamping, including watering with all leads for water and all other incidental charges etc, complete.

Manufacturing and fixing cement concrete blocks of size 250 x 250x 300 mm in CC 1:2:4, nominal mix (M15) using 20mm ISS size HBG metal including cost and conveyance of all materials to worksite and cement site including conveyance and handling charges for the same at both ends, including all other incidental charges, etc.,, complete for REVETMENTS.-1Sqm as per MORT&H No.1000, 1500, 1700, 2200 (Fifth Revision).

Basic Cost

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