Bridge Works

Amount

BRIDGE WORK

Earthwork excavation in all classes of soils, except rock, not requiring blasting and depositing on bank,with all leads and lifts as per S8 20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protective bunds wherever necessary ,etc., complete, as per relevant standard specification, for DRESSING THE BED UP TO SILL LEVEL.

Earth work excavation in all classes of soils and depositing on bank,with all leads and lifts as per SS 20B, 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 up the site and disposal of all surplus materials etc., complete, as per relevant standard specification for PILE CAP UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per Section 300 of MoRT&H specifications (V Revision) (including 600 mm from the face of footing as per Cl. 4.2.5.1 of IS:1200 (Part 1)-1992.)

Providing and driving in position permanent MS liners (6mm thick) for piles upto maximum scour level from bottom of pile cap as per cl. 709.1.4 of IRC: 78(Part I)- 2024 including cost of liners and fabricating, welded construction with consumable, labour and hire charges for tools and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment and as per standard specification, and placing them in position with all leads and lifts etc. complete as per section 1100 of MoRT&H specification (V Revision).( for estimate purpose)

Providing Cast-in-situ bored piles of 1000mm diameter with Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal with minimum cement content of 400 kg per cum, maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location, dismantling and including all labour for boring through all classes of soils/rock leading the excavated material to a distance 200 m including forming of working platform over the river bed for accommodating piling equipment, forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary, etc., as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MoRT&H specification (V 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 includinglabour charges for mixing, transporting, laying compacting, curing concrete, hire charges for tools and plants, soft water and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc,, complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAPS OF ABUTMENTS AND PIERS as per section 1100 of MoRT&H specification (V Revision),

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at 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, hire charges for tools and plants and 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 PILECAP UNDER ABUTMENTS AND PIERS as per section 1100, 1500 & 1700 of MoRT&H specification ( 'V Revision ).

Vibrated Reinforced Cement Concrete of grade M35 (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 formwork, soft water, labour charges for mixing, transporting, Iaying and curing concrete, working at depths, hire charges for tools and plants maintaining of protective bunds, and including all other incidental charges such as bailing out water, maintaining of cofferdams, shoring, strutting cte.,complete, as per relevant standard specification, for SUBSTRUCTURE OF ABUTMENT AND RETURN WALL as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (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 formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc.,complete, for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MoRT&(H) specification (V Revision).

Vibrated Reinforced Cement Conerete of grade M35 (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, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc.,complete, for CIRCULAR PIERS (1500 mm dia) as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision ).

Vibrated Reinforced Cement Concrete of grade M35 (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 formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges, etc.,complete, for CAPPING BEAM OVER PIERS as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (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 formwork,softwater, 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 PEDESTAL OVER ABUTMENTS & PIERS as per sections 1500, 1700 & 2200 of MoRT&I specification (V Revision)

Providing and fixing of ELASTOMERIC BEARING of size 40 x 32 x 8 cm 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 MoRT&H specification (V Revision) and IRC:83-2018 (Part-II).

Vibrated Reinforced Cement Concrete of grade M35 (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, softwater, 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 T-BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MoRT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 (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 formwork, softwater, 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 DECK SLAB, KERB & SAFETY KERB as per section 1500,1700 & 2300 of MoRT&H specification (V Revision).

Vibrated Reinforced Cement Concrete 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, softwater, labour charges for mixing, transporting, laying, curing concrete, working at heights, hirecharge for tools and plants, including all other incidental charges, etc., complete, for CRASH BARRIER as per section 811, 1700 & 2703.3 of MoRT&H specification (V Revision).

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to Specifications for Road and Bridge Works (V Revision) published by IRC, Ministry of Road Transport and Highways, in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutments, 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 cost of labour, equipment and all other incidental charges for fixing the joints,etc., complete in all respects, as per section 2600 of MoRT&H specification (V Revision).

Providing and fixing of G.I. Drainage spouts 100mm dia as per Standard Plan for Highway Bridges Volume-3-2014, DRG. No 2LDS/MISC with grating arrangements at top 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 specification (V 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 labour charges for mixing, transporting, laying, compacting,curing concrete, hire charges for tools and plants, soft water, including all other incidental charges, etc., complete, as per relevant standard specification, for BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MoRT&H specification (V 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, but including cost of form work, softwater, labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants, including all other incidental charges, etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MoRT&H specification (V Revision).

Vibrated Cement Concrete of grade M30 (Design mix), 7Smm uniform thick, using 20mm ISS size HBG graded metal, with surface reinforcement, 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, softwater, labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants, including all other incidental charges, etc., complete for WEARING COAT over DECK SLAB AND APPROACH SLAB as per section 2702.2 of MoRT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M35 (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 labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MoRT&H specification (V Revision).

Providing and fixing Weep holes with CLASS I PVC Seepage Pipes of 100 mm dia. of required lengths for abutments and return walls including cost 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 specification (V Revision).

Providing FILTER MEDIA behind Abutment and Return wall for 600mm thickness using filter material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including all other incidental charges, etc complete as per Appendix 8 of IRC: 78 (Part 1)-2024.

Filling behind Abutments and Returnwalls with clean gritty free draining material having Phi value more than 35° including cost and conveyance of all materials 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 as per cl. 710.1.4 & Appendix 8 of IRC: 78 (Part I)- 2024.

Supply and fabrication of Fe-500 (HSD) 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 1009.3 & 1600 of MnRT&H specification (V 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 1009.3 & 1600 of MoRT&H specification (V Revision).

Supply and fixing of High Quality of PVC pipes of 150mm 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 Stone Masonry 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 PCC 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.

FORMING 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 lines, grades 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% compacion as per MORTH Rev. V Clause No. 111, 112, 305.

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 Carted Eath with a lead of 5 km for formation of Approach Road for 97% compacion as per MORTH Rev. V Clause No. 111, 112, 305.

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.

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

PCC Retaining wall

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF PCC RETAINING WALL as per MORTH 111, 112, 202, 301 to 305 & 900

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 heights,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 PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete M20 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 heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for FOOTING & BELOW SILL OF PCC RETAINING WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (Above sill level) as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete M20 grade (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 form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for BROKEN PARAPET as per MORTH 1000, 1500, 1700 & 2100

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 PCC Retaining Wall as per MORTH 2700, 2075 & 2706

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 lines, grades 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% compacion as per MORTH Rev. V Clause No. 111, 112, 305.

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 Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion as per MORTH Rev. V Clause No. 111, 112, 305.

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.

Supply,hoisting and fixing of RCC NP3 class pipes of 1000mm dia standard length supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges, including loading and unloading, transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per MORTH specication Rev. V for forming for Diversion Road

White washing and Colour washing

Painting two coat with ready mixed Cement paint and approved priming coat over the cement surface complete including scrapping clean removal of dirt parts for crash barrier, safety kerb, hand rails, bridge bottom sides, deck slab bottom, abutment, return walls and retaining wall sides with approved quality and colour including cost and conveyance of all materials to site, labour charges etc. complete as per standard specification

Providing 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)

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

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

M/S.S.K.CONSTRUCTIONS (BID ID -1494503)