UT11149 Koti Changi Dhakwan gaon Motor road Km 4 to Silos MR Stage-II

Amount

Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation)

Earth Work in filling with local soil, E & B for making proper super elevation including ramming, watering & dressing the surface to the required level & slope also including supply of all material, labour, T & P etc. repuired for proper completion of the work.

Earth Work in filling with local soil, E & B for making proper pattri filling including ramming, watering & dressing the surface to the required level & slope also including supply of all material, labour, T & P etc. repuired for proper completion of the work.

Coolie Walling for Edge /filling protection including supply of all material labour T&P. etc.as per drawing required for proper comletion of word as white washing complete as per the derection of Engineer - in - charge.

Excavation for Structures: - Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Random rubble masonry In cement mortar (1:5) (For R/w, B/w, Pucca Drain, Parapet etc.)

Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.

Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3.6 (For Causeway & Parapets)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 (For Parapets)

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 (For Parapets)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) (For Parapets)

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 25 (For Causeway)

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 (For Parapets)

Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer in charge.

Providing and fixing of C.C edge stones 12cm X12cm X 60cm size precast in M15 cement concrete with 4 nos. 6 mm dia HYSD vertical bars and 3 nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005, 1010 & 1202 (For Causeway)

Stablization Sub-base/Base Providing laying, spreading and Compacting chemically Stabilized Soil mix for Base Caurse on prepared Subgrade, including Pulverising, adding designed quantity of IRC Accredited Additives/ Cement/ Lime to the spreaded soil,proper mixing of soil & granular material with mixing in place method with Rotavator, Grading with motor grader and compacting with road roller at OMC to achieve the Designed unconfirmed Compressive Strenth and to form a layer of base strictly as per technical specification clause 404 and method statement of Technology provider (Procedure and method statement duly appoved by IRC). Including cost of all material, labour, T&P etc required for proper completion of work, (Soil Stabilization Design will be provided by the contractor from NABL Accredited Laboratory), followed by field test for CBR, Field Dry Density, USB, Durability as per defined sampling Frequency specified in MORD. Post laying tests and soil properties shall fulfill the design requirement

Prime Coat with Appopriate Technology duly Accredited by IRC to achieve Enhanced spreadibility Uniform Coverage, Penetration Improvement , Lower Residual Bitumen, Improved Water Resistance, Quick Setting and Reduced Consumption used with cationic bitumen emulsion CSS1 ( IRC Approved)- as per MORD section 502 used with Recommended doses and method statement of Additive by Manufacturer/ Technology Provider ( Duly Approved and Accredited by IRC )

Providing and applying tack coat with Bitumen emulsion (Rapid setting RS-1 grade complying with IS:8887 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared grangular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503

OGPC with Appropriate Technology duly Acredited by IRC Provding, layig and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates with using penetration grade bitumen mixed with Additive for enhansed performance and durability to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity as per MORD Section 506, finished to required level and grades to be followed by seal coat of eighter Type A or Type B or Type C as per Technical Specification Clause 508. The Additive shall be IRC Accredited Doses and Method Statement as Recommended by Manufacturer/ Technology Provider (Duly Approved and Accredited by IRC)

Seal Coat with Appropriate Technology duly Acredited by IRC Provding and layig seal coat mixed with Additive, sealing the voids in bituminous Surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510. The Additive shall be IRC Accredited and doses and Method Statement as Recommended by Manufacturer/ Technology Provider.

Providing and fixing of Kilometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.

Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge.

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. ettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Title Information Board with PMGSY Logo

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. ettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Citizen information board with PMGSY Logo

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. ettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 (For maintenance)

Maintainance Activities:

Emergency Maintenance

Major Slip Clearence in all type of soils, Rocks and boulders including cost of all material, Machine, T&p etc required for proper completion of work as per MoRD specifications of work 1611.

Ist Year

IInd Year

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IVth Year

Vth Year

Deploying Hydraulic Excavators of 0.90 cum Bucket for clearence of Major Slip in all type of Soil, Rock and Boulders including its Operator, POL, and all other charges required for proper completion of work.

Ist Year

IInd Year

IIIrd Year

IVth Year

Vth Year

Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications 1301.

Ist Year

IInd Year

IIIrd Year

IVth Year

Vth Year

Coolie walling including supply of all material, labour, T&P , royalty etc. required for proper completion of the work , as directed by Engineer-in-charge and as per PWD specifications 8.90 (For Opening Communication Only)

Ist Year

IInd Year

IIIrd Year

IVth Year

Vth Year

Routine Maintenance- Under PBMC

Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as well as catch water drains as per technical specification Clause 1907. 3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 . 4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908. 5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910. 7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912. 8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year). 9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.

Ist Year

IInd Year

IIIrd Year

IVth Year

Vth Year

CHAUHAN ASSOCIATES