Bridge Works

Main Bridge work

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for DRESSING THE BED UP TO SILL LEVEL as per section 304 of MORT&H Specification(Rev-V)

Earthwork excavation in all classes of soil depositing on bank with all leads and lifts, including cost of all labour, 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 ABUTMENTS, PIERS AND WINGS as per section 300 of MORTH Specification (Fifth Revision)

Earthwork excavation in Soft disintegarated rock/ Kangar not requiring blasting and depositing on bank with all leads and lifts, including cost of all labour, 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 ABUTMENTS, RETURNS AND PIERS as per section 300 of MORTH Specification (Fifth Revision-2013)

Compacted Cement Concrete of grade M10 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS as per section 2100 of MORT&H Specification(Rev-V)

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS & RETURNS AND SUBSTRUCTURE BELOW SILL LEVEL as per section 1500,1700 & 2100 of MORT&H Specification(Rev-V)

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site, but excluding cost of steel and fabrication charges including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working on hieght , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

Providing and fixing weep holes with class I PVC 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 MORTH 2700, 2075 & 2706

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost of steel and fabrication charges including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working on height, tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB as per section 1500,1700 & 2200 of MORT&H Specification(Rev-V)

Providing FILTER MEDIA behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014

FILLING behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for FILLING BEHIND THE ABUTMENTS AND WINGS complete as per Cl.710.1.4 & Appendix 6 of IRC :78-2014.

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

Supply and fabrication of Fe-500 /Fe-240 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, striaghtening, cutting, bending,tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing 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 1009.3 & 1600 of MORT&H Specifications(Rev-V)

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB & SAFETY KERB as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site excluding cost of steel and fabrication charges including labour charges for mixing, laying, curing concrete, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS 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 RCC CRASH BARRIERS OVER DECK SLAB as per section 811,1700 & 2703.3 of MORT&H Specifications(Rev-V)

Vibrated Cement Concrete M 20 grade, Nominal Mix using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for PCC PARAPET OVER RETURN WALL as per section 1500,1700 & 2704 of MORT&H Specification (Rev-V)

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete as per section 2705 of MORT&H Specifications(Rev-V)

Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for providing UTILITY SERVICES in Safety Kerb.

Vibrated Cement Concrete M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OF 75mm UNIFORM THICK OVER DECK AND APPROACH SLAB as per section 2702.2 of MORT&H Specifications(Rev-V)

Supplying and Painting the walls with two coats of cement paint over one coat of cement primer as instructed by the Departmental officers including preparation of surface curing etc., complete in all floors complying with standard specifications (The colour shade of the cement paint shall got be approved by the Executive Engineer before use of work)

Providing priming coat with one coat with ready mixed primer plastic emulsion of approved quality and two coats of painting over the priming coat with approved quality and colour including cost and conveyance of all materials to site labour charges etc complete as per standard specification (Zebra strip painting)

Construction of RCC Retaining wall

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as 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 as per clause 111, 112 & 304 of MORT&H V Revision for FOUNDATION OF RCC RETAINING WALL.

Plain Cement concrete grade M10 Nominal Mix, using 40mm size ISS 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE OF RCC RETAINING WALL.

Vibrated Reinforced cement concrete of grade M25 (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 including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BASE SLAB OF RCC RETAINING WALL.

Vibrated Reinforced cement concrete of grade M25 (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 including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) for BELOW SILL LEVEL OF RCC RETAINING WALL.

Vibrated Reinforced cement concrete of grade M 25 (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 including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) forABOVE SILL LEVEL OF RCC RETAINING WALL.

Vibrated Cement Concrete M20 grade Nominal Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel 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, as per clause 1000, 1500, 1700, 2100 & 2704 of MORT&H Specification (Fifth Revision) FOR PCC PARAPET

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc., complete as per clause 2700 of MORT&H Specification (Fifth Revision) to drain of the backfill in RCC RETAINING WALL.

Supply and fabrication of HYSD Bar of Fe-500 grade conforming to IS: 1786-1985, Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and 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) for RCC RETAINING WALL.

Formation of Approach road

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 linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Approach Road for 95% compaction

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 linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Approach Road for 97% compaction.

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 mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading-V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer as per MORTH Rev. V Clause No. 111, 112, 406 & 900

Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900

Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900

Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900

Formation of Diversion road

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 linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 95% compaction

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 linesgrades and cross sections shown in the drawings or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compaction.

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 mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading-V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer as per MORTH Rev. V Clause No. 111, 112, 406 & 900

Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112,502 &900

Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer as per MORTH Rev. V Clause No. 111, 112, 503 & 900

Providing laying and rolling of Close Graded Premix Carpet of compacted 20 mm thickness using 0.0162 cum of 13.20-11.20 mm, 0.1404 cum of 11.2-5.6 mm, 0.0729 cum of 5.60-2.80 mm, 0.0405 cum of2.80 mm and below (TypeB) graded HBG metal using 19 kg of VG30 bitumen for 10 sqm including premixing at CMP, conveyance by tipper lorry, laying by paver finisher and rolling by Vibratory Roller including cost and conveyance of allmaterials, hire charges of all T&P all labour charges, fuel and and allother incidental charges etc., Complete as per specification using CMP as per clause 508 of MORTH Rev-5.

Supply of NP3 Class RCC Pipe conforming to IS 458 / 2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers and as per standard specifications.

Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers and as per standard specifications

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