Pradhan Mantri Gram Sadak Yojana Tender

15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc.required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Excavation in foundation for structures in all types of soils and rocks including lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD specification clause 305

R/W & B/W

Petty works like perapet etc.

Construction of R. R . stone masonary in cement mortar 1:5 including supply of all materials,labour,T&P and royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.

R/W&B/W

Petty works like perapet etc.

Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 10.

X-Drainage/Drainage structure

Petty works like perapet etc.

Construction of R. R . stone masonary laid dry including supply of all materials, labour,T&P and royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 700 &1604.

R/W&B/W

Pointing with cement mortar 1:3 including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

Petty works like perapet etc.

15 mm thick Plastering with 1:4 cement mortar including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.

R/W&B/W

Petty works like perapet etc.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Nominal mix (1:2:4)

Petty works like perapet etc.

Plain cement concrete (M25) in 1:1.5:3 substructure (1cement,1.5 coarse sand, 3 20mm &10 mm crushed stone grit ) including supply of all matrieal, labour and T&P etc.required for proper completion of work.

X-Drainage/Drainage structure

Supplying, cutting , and placing of HYSD bar reinforcement in substructure/superstructure complete (IS 1786:2008 clause no. 1.6) Steel shall not be from rerolling plants and shall conform to relevent IS Code including supply of all materials, labour T&P etc. as directed by Engineer incharge.

X-Drainage/Drainage structure

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

Petty works like perapet etc.

Providing and laying HP stone filling back of Structure as filter media including supply of all materials, labour,T&P and royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clause 1604.7

R/W&B/W

Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work , as directed by Engineer-in-charge and PWD specifications 8.90

Providing and fixing of C.C edge stones 12cm *12cm*60cm size precast in M15 cement concrete with 4 nos. 8 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.

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)

Excavation in Cutting in Soil by manual means with lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation)

Construction of Embankment with material obtained from Roadway Cutting/with approved materials deposited at site from roadway as directed by Engineer-in-charge and MORD specifications for Rural Roads 2014 (Filling/Patri Filling)

Granular sub-base course with Well Graded materials by mix in place method . Construction of granular sub-base by providing Well Graded local material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Table 400.1 , Technical Specification Clause 401. For Grading I Material

WBM Grading 2- Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means

WBM Grading -3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means

Providing and applying prime coat LOW porosity with bitumen emulsion (SS-1) complying with IS:8887 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.00 kg/sqm using mechanical means as per Technical Specification Clause 502.

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 granular surfaces trated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing laying and rolling of cold mixed open-graded premix carpet of 20 mm thickness composed of 13.2 mm and 11.2 mm nominal size aggregates using Catonic Bitumen Emulsion(Medium setting MS Grade complying with IS:8887) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with three wheel 80-100 KN static roller capasity, finished to required level and grades to be followed by seal coat of either Type B as per MORD Specification clause 506.2.

Providing and laying seal coat by Bituminous Emulsion (SS-2) as for Sealing the voids in a coldmix open graded carpeting surface and laid to the specified levels grade and cross fall using type B seal coat as per Technical Specification of MORD Clause 508.

Providing fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 .

Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as directed by Engineer in charge. as per MORD specification Clause 1701 .

Providing & fixing of Maintenance Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per standard drawing dully painted and written as directed by Engineer in charge/ as per IRC/ MORD Specification

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

Maintainance Activities:

Emergency Maintenance Activities:

Deploying Hydraulic excavator of 0.90cum 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 compeletion of work

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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611

Ist year

IInd year

IIIrd year

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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

IV th year

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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 techniacal specification 1301

Ist year

IInd year

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PBMC Activities

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 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.

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