Bridge Works

Bridge

Earth work excavation in all classes of soil, and depositing on bank,with all leads and lifts as per SS20B,including all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds wherever necessary, etc., complete as per relevant standard specification, for DRESSING THE BED UPTO LOWEST BED LEVEL .

Earth work excavation in all classes of soil 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 specification, for FOUNDATION - FOOTING UNDER ABUTMENTS AND PIERS as per Section 300 of MoRT&(H) Specifications (Fifth Revision) (including 600mm from the face of footing as per cl. 4.2.5.1 of IS 1200 (Part-1)-1992.

Compacted Plain Cement Concrete of grade M15(Nominal mix ) using 40mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying, and curing Concrete, working at depths, hire charges for Tools and plants, with all leads for potable water, including all other incidental charges, form work etc., complete, for LEVELLING COURSE BELOW FOOTINGS as per Section 2100 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain Cement Concrete M25 (Design mix) using 40 mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, potable 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 AND PIERS as per Sections 1500,1700 & 2100 of MoRT&(H) Specifications (Fifth Revision)

Compacted Plain Cement Concrete of grade M25 (Design mix) using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site including cost of form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - BELOW GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain Cement Concrete of grade M25 (Design mix) using 40 mm ISS size HBG metal, including cost and conveyance of all materials to site and cost of cement at site including cost of form work, potable water, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURN WALLS AND PIERS - ABOVE GROUND LEVEL as per Sections 1500,1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete M30 (Design mix) using 20 mm ISS size 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 as per relevant standard specification for BED BLOCK CUM DIRTWALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per Sections 1500, 1700 & 2200 of MoRT&(H) Specifications (Fifth Revision).

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

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) as per Standard drawing SQ/408 using 20 mm ISS size 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 as per relevant standard specification for DECK SLAB, KERBS & SAFETY KERBS as per Sections 1500,1700 and 2300 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS size 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 as per relevant standard specification CRASH BARRIER as per Sections 811,1700 &2703.3 of MoRT&(H) Specifications (Fifth Revision)

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per Standard Drawing SQ-701 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 (Fifth Revision)

Providing and fixing PVC EXPANSION JOINT in 20mm wide expansion gap provided between deck slabs over Piers & in between dirtwall and deck slab over Abutments, as shown in the drawing including cost and conveyance expansion joints including bitumen pad, water stopper and joint sealant etc. complete as per Section 2600 of MoRT&(H) Specifications (Fifth Revision).

Compacted Plain Cement Concrete of grade M15 (Nominal mix ) using 40mm ISS size HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing, transporting, laying, and curing Concrete, working at heights, hire charges for Tools and plants , with all leads for potable water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size 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, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for SAFETY KERB RAMP as per Sections 1500 & 1700 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS size 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, potable water, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for APPROACH SLAB as per Sections 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision)

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with reinforcement at mid depth using ISS size 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 as per Section 1700 & 2702.2 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing weep holes with Class 1 PVC pipes of 100 mm dia for required lengths in Abutments and Return walls including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain from 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 well packed in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labours and other incidental charges, etc complete as per Cl.710.1.4 & Appendix-8 of IRC: 78 (Part I)-2024.

Filling behind Abutments and Return walls with filling material having Ø value more than 35°, including cost and conveyance to work site, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-8 of IRC:78 (Part I)-2024 and Section 305 of MoRT&(H) Specifications( Fifth Revision).

Supply and fabrication of Fe-500 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 Mild Steel Grade - I 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 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 proving utility services in footpaths

Dismantling the existing Plain Cement Concrete in Cement Mortar in the existing causeway / bridge 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.

Dismantling the existing Reinforced Cement Concrete in Cement Mortar in the existing causeway / bridge 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., complet

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 and shade of the cement paint shall be got approved by the Executive Engineer before use of work).

Providing priming coat 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)

RCC Retaining Wall

Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as 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 RCC RETAINING WALLS

Vibrated Cement Concrete M10 grade (Nominal Mix) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at depths,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE FOR RCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BASE SLAB OF RCC RETAINING WALLS.

Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at depth, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BELOW SILL LEVEL OF RCC RETAINING WALLS.

Vibrated Reinforced Cement Concrete M25 grade (Design mix) using 20mm ISS size HBG metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel,cost of form work and centering, soft water, labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at height, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for ABOVE SILL LEVEL OF RCC RETAINING WALLS.

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 RCC Retaining Wall as per MORTH 2700, 2075 & 2706

SUPPLY AND FABRICATION OF Fe-500 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 section 1009.3 & 1600 of MORT&H Specifications(Rev-V)

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

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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