LC 72

Amount

Earth work excavation in all classes of soils Except weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incident charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT&H specification(V Revision) FOUNDATION OF ABUTMENTS,PIERS & RETAINING WALLS (Considering average Ground Level)

upto 2m Main estimate - 7770 Cum

2m - 3m Main estimate - 2728 Cum

3m - 4m Main estimate - 1643 Cum

4m - 5m Main estimate - 1015 Cum

5m - 6m Main estimate - 109 Cum

Plain cement concrete M10(Nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charger for mixing, transporing, laying compacting, curing concrete, Tools and Plants and incidental charges etc.,complete as per section 1100 of MORT&H specification(V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALLS , ABUTMENT AND PIERS RESTING ON SOIL.

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges etc.,complete as per section 1100,1500&1700 of MORT&H specifications (V Revision) FOOTING OF ABUTMENTS & RETURNS.

Vibrated reinforced Cement concrete of grade M20(Design mix) using 20mm ISS 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 and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1100,1500&1700 of MORT&H specification(V Revision) for FOUNDATION OF PIERS.

For Piers 1.80 dia

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at heights and hire charges for Tools and Plants including all other incidental charges,etc.,complete,as per section 1100,1500&1700 of MORT&H specification(V Revision) for FOUNDATION OF RETAINING WALLS

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for RETAINING WALLS(below ground level).

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for RETAINING WALLS(Above ground level).

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for SUB STRUCTURE OF ABUTMENTS & RETURNS(Below ground level).

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for SUB STRUCTURE OF ABUTMENTS & RETURNS (Above grond level).

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for COLUMN PIERS(Below ground level).

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for COLUMN PIERS(Above ground level)

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for CAPPING BEAM OVER PIERS.

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for PEDESTALS OVER PIERS & ABUTMENTS.

Supplying & fixing of ELASTOMETRIC BEARING as shown drawings including cost and conveyance to work site,labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORTH SPECIFICATION FIFTH REVISION.

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but to site and also including cost of formwork,soft water,labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2200 of MORT&H specification(V Revision) for T - BEAM & CROSS BEAMS.

Vibrated reinforced Cement concrete of grade M35(Design mix) using 20mm ISS 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 formwork and cost of cement to site but excluding cost and fabrication of steel but including labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section 1500,1700&2300 of MORT&H specification(V Revision) for Deck slab .

Supplying & installation of STRIP SEAL EXPANSION joint system confirming to specfications for road & bridge works published by Ministry of surface Transport (road wing) in the 40mm wide expansion gap prpvided in between decks over piers & in between deck dirt wall over abutment with fatigue tested structural steel section at the nosing & anchorage assembly, including labour, equipment & incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V 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,formwork and cost of cement to site but excluding cost and fabrication of steel but including labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per section cl 811,1700&2703.3 of MORT&H specification(V Revision) for CRASH BARRIER.

Main ROB- 600 Cum Box culvert - 9 Cum

Vibrated Cement concrete of grade M15(nominal mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site,formwork and cost of cement to site but excluding cost and fabrication of steel but including labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants including all other incidental charges,etc.,complete, as per cl 1500,1700&2704 of MORT&H specification(V Revision) for BASE COURSE BELOW APPROACH SLAB

Main estimate - 8 Cum Box Culvert - 8 Cum

Vibrated reinforced Cement concrete of grade M35(Nominal mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement to site including labour charges for mixing,transporting,laying and curing concrete,working at depths and hire charges for Tools and Plants,compacting, curing in all leads for softwater including all other incidental charges, formwork etc.,complete, as per cl 1500,1700&2704 of MORT&H specification(V Revision) for APPROACH SLAB.

Main estimate - 16 Cum Box Culvert - 16 Cum

Providing and fixing of G.I.DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing & 100mm dia drainage spout projecting atleast 300m beyond the bottom of desk slab as shown in the drawing, including costs & conveyance of G.I.iron pipes & flats & fixing them in position,etc,complete as per cl 2705 of MORT&H specification(V Revision).

Vibrated reinforced Cement concrete of grade M30(Design mix) using 25mm,12mm,6mm ISS HBG graded metal including cost and conveyance of all materials to site including all leads for softwater, including all other incidental charges formwork,cost of permoulded expansion joints & fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB & APPROACH SLAB as per cl 2702.2 of MORT&H specification(V Revision).

Main estimate - 5157 Sq.m Box Culvert - 240 Sq.m

Providing and fixing CLASS I PVC seepage pipes of 100mm dia of required lengths for abutments & wings including costs & conveyance of all materials to work site & labour charges for fixing etc.,complete to drain the backfill as per cl 2706 of MORT&H specification(V Revision).

Providing FILTER MEDIA behind Abutment & wings for 600mm thickness using filter material confoming to clause 309.3.2.B of MORT&H well packed smaller size towards the soil & bigger size towards the wall including cost & 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 &return with clean gritty free draining gravel including cost & draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges & filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads & lifts for water all other incidental charges, etc., complete as per cl 710.1.4& Appendix 6 of IRC 78-2014.

Supply &fabrication of Fe 500(HSD) steel required for all RCC of works involved in the schedule, including cost of steel at site & cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills,including over lapping to the required length wherever necessary & 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 & all other incidental charges,etc., complete as per cl 2706 of MORT&H specification(V Revision).

Main estimate - 891 MT Approach road and Junction improvement - 4 MT Footpath cum drain - 7 MT Box Culvert - 21 MT Pier protection- 2.24 MT

Supply & fabrication of Fe 240 steel required including cost of steel at site & cost of providing & cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills,including over lapping to the required length wherever necessary & 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 & all other incidental charges,etc., complete as per cl 2706 of MORT&H specification(V Revision).

Earthwork excavation in all class of soils including weathered rocknot requiring blasting and deposting on bank with all leads and lifts and including cost of all labour, equipments and all other incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per standard specification for BOX CUTTING.

Approach road and Junction improvement - 981 Cum Service road - 537 Cum

Providing FILTER MEDIA behind retaining walls for 600mm thickness using filler material confirming to clause 309.3.2.B of MOST well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc complete.

Forming embankment using carted earthing with 5Km Lead including cost and convenience of work site laying, handling charges and filling in layers, tampering 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 relevent specification in accordance with IS 2700 part VII for 95% compaction

Forming embankment using carted earthing with 5Km Lead including cost and convenience of work site laying, handling charges and filling in layers, tampering 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 relevent specification in accordance with IS 2700 part VII for 97% compaction

Approach road and Junction improvement - 2933 Cum Service road - 630 Cum

Providing Granular sub base by providing coarse graded materials of grading V 53mm to 26.50mm at 35%, 26.50mm to 4.75mm @ 45%, 2.36mm and below 20% 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 vibratory roller to achieve the desired density complete as per clause 401 of MORT&H

Approach road and Junction improvement - 754 Cum Service road - 189 Cum

Providing and laying,spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Approach road and Junction improvement - 1208 Cum Service road - 315 Cum

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for preparatory to another bituminous construction overit,including cost of material,labour charges,rentals for machinery,fuel and all other incidental charges etc.,complete as perClause 502 of MORTH Rev-5

Approach road and Junction improvement - 4901 Sq.m Service road - 1259 Sq.m

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm fo rpreparatory to another bituminous construction over it including cost of material,labour charges,rentals for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Approach road and Junction improvement - 4901 Sq.m Service road - 1259 Sq.m

Proivding and laying of Tack coat using Emulsion Bitumen at the rate of 2 Kg per Ten Square Metre over the Existing BT surface preparatory to another construction over it.

Providing and laying 50mm compacted thick Dense Bituminous Macadam (Grade II) using 0.24cum of 26.50-13.20mm,0..25cumof13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per10sqm including cost and conveyance of all materials to CMPsite,heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mixp lant 20-30 ton capacity,conveying the mix by tipper trucks to worksite,spreading the mix to uniform thickness of 70mm with paver to the specified grades and crosssections 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 for20-30t CMP with bitumen boiler,tipper trucks,Paver Finisher / 9m 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.

Approach road and Junction improvement - 382 Cum Service road - 63 Cum

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm,0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing the min 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 crosssections and consolidated by8-10tonne Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver to site etc.,including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks,Paver Finisher/9m paverfinisher,Vibratory/Pneumatic roller and all other tools and plant required,including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5

Approach road and Junction improvement - 229 Cum Service road - 38 Cum

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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 as per standard specification for Safety Kerb

Plain Cement Concrete M10 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing outer water, forming and maintaining of protective bunds, cofferdams, shoring,strutting, etc., complete as per relevant standard specification, for Levelling Course Below Crash Barrier type Centre Median

Vibrated Reinforced Cement concrete of grade M40 Design Mix using 20mm ISS HBG Graded Metal including cost and Conveyance of of all materials to site and cost of cement at site but excluding cost and fabricaton of steel but including cost of 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 and incidental charges, etc., complete as per relevant standard specification For Crash Barrier type Centre Median

Providing and fixing PVC Seepage pipes of 100mm dia of required length for Crash Barrier Type Centre Median including cost and conveyance of all materials to worksite and labour charges for fixing etc,complete

Supply and fixing of best quality ISI PVC drain pipes [Class-A] not less than 4 Kg per sq.cm of 160 mm dia including necessary specials such as elbow, Tee, etc. including cutting, threading, jointing for providing bends at ends and Tees in the middle, including cost of fixing clamps including cost and conveyance of pipe specials, labour charges for fixing in position vertically in trestle portion and all other incidental charges, etc. complete as per IS 4985.

Earth work Excavation 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 Rain water Harvesting Well.

upto 2m

Filling with river 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 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 12mm 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 6 mm 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 .

Providing and fixing RCC cover slab over the rain water harvesting system including cost of material transportation labour charges complete as directed by the Engineer.

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 foundation of Side Footpath cum drain.

Plain cement concret M10(Nominal mix 1:3:6) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course below foundation

Vibrated reinforced cement concrete M-25 Grade,( Design mix) using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Base slab, Vertical Stem and Top slab of Drain

a) Base Slab

b)Side wall

c) Top Slab

Supply and fixing of SFRC manhole (heavy duty) of size 2' internal dia and all other incidental charges etc. complete as per Standard Specification for every 10 m interval.

Supply and fixing of steel gratings of 300mmx150 mm for drainage hole in the body wall of drain provided for every 5metres including cutting and fixing position during concreting as per direction of departmental officers

Disposal of Excavated earth by transfer up to a lead of 5 kms away from work site as directed by the department officer for disposal as per standard specifications and all other incidental charges etc., complete.

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) (Schedule Item No. 8.11)

Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part4:1973) (Schedule Item No. 8.24)

Retro- reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Schedule Item No. 8.40)

90cm equilateral triangle

60cm circular board

90cm Octagon

Direction and Place Identification signs Type IVwith size more than 0.9 sqm size board.(Providing and erecting direction and place identification retro- reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (Schedule Item No. 8.6)

Supplying and installation of Delineators (Roadway indicators, hazard markers, object markers) 80 - 100 cm above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and confirming to IRC : 79 etc complete (as per MORT & H Specification No. 805).

Providing and fixing in correct position over the top of crash barrier on road in both side Median marker of retro reflectorised cautionary sign of good quality reflected on two sides as per IRC 67-2001 made of high intensity grade etc., complete as per standard MORT&H specifications No.801 as instructed by the departmental officers etc., complete

Providing and fixing of retro relectorised cautionary sign as per IRC 76-2001 mase of High intensity grade sheeting vide clause 801.3 fixed over Aluminium sheeting post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60cm below ground level etc., complete (as per MORT&H Specification No.801) Hazard Marker 300mm x 900 mm

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS.20.B including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Safety Kerb

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:1.5:3 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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 as per standard specification for Safety Kerb

Filling with cut earth in between Safety Kerbs including cost and conveyance to work site , laying and filling in layers, tamping under optimum moistur content to get the maximum dry density including watering, handling charges and all other incidental charges etc. complete as per relevant specifications

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 foundation of BOX CULVERT .

Upto 2m

Vibrated 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 cement at site including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE BELOW BOX PORTION

Vibrated Reinforced Cement Concrete of grade M30 DESIGN MIX using 20mm ISS size graded 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CELL

Filling with Stone Dust in wells lies in the alignment including cost and conveyance to work site , laying and filling in layers, tamping under optimum moisture content to get the maximum dry density including watering, handling charges and all other incidental charges etc. complete as per relevant specifications

Painting two coat with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking .

Earthwork excavation in all class of soils such as hard rock stiff clay, stiff clay, stiff black cotton, hard red earth, shales, murram.Gravel stoney earth etc., and deposting on bank with all leads and lifts and all other incidental charges such as baling out water shoring, strutting walling and forming protective bunds wherever necessary etc., complete as per standard specification.

Plain Cement Concrete M10 (1:3:6) using 40 mm ISS HBG metal including cost and conveyance of all materials to site including cost of formwork, mixing labour charges for laying, compacting curing and all other incidental charges etc., complete for foundation concrete..

Vibrated reinforced Cement Concrete M25 Design Mix including cost and conveyance of all materials including charges for bailing out water and labour charges for mixing charges and curing with leads for soft water including all other incidental charges etc., complete.

Filling between protection wall with Cut Earth with lead of 1Km to work site, laying , handling charges and filing in layers tamping under optimum moisture to get the maximum density including watering, with all leads and lifts for water and other incidental charges etc in complete.

Clearing Scrub jungle and destroying the same effectively complying with standard specification and as directed by the Engineer in charge of the work.

Earth work deploying earth moving machineries for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc., complete.

Supplying and spreading of sand including cost of sand, conveying and stacking at site of work for pre-measurement and working up with water etc as directed by the Engineer in charge of works

Supplying and spreading of gravel including stacking the same for premeasurements and watering consolidation, ramming etc., complete complying with standard specifications and as directed by the departmental Officers

Preparation of subgrade (as per technical specification ) duly moistered and duely removing the surface irregularities including dewatering and laying plain cement concrtete lining 60mm thick of M15 Grade concrete on canal bed / sides / berms using hard course aggregate with nominal maximum size of 20mm downgraded to IS specified grading to have well graded aggregate weigh batching the ingredients along with Air Entraining Agent (200 ml per bag of cement) and mixing these in mixer machine (concrete mix to yield 28 days characteristic compressive strength of 15 N/mm2) placement of concrete over the sub grade on canal bed / haunches / berms etc by manually including consolidation of concrete, providing transverse contraction joint grooves as per technical specifications and water curing of the lining. The subgrade shall be well prepared, dressed and rolled to true level and specified section to form a firm compacted base for the lining as directed by the Engineer in charge of the work

Providing porous Plug with (Filter media arrangements) in canal bed and side linng for a size of 75mm cylinderical porous concrete of 30cm height of CC 1:0:4 with 20mm metal the rate is including cost of metal etc., complete complying with standard specification and as directed by the Engineer in charge of works.

Providing and filling with sealant material Longitudinal and transverse contraction joint after thoroughly cleaning all the joints as shown in the drawings and finishing the surface to match with lining face contractors own material as per technical specification as directed by the Engineer in charge of works.

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

Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

M.R.Hi-TechEngineers Pvt.Ltd.,