Pradhan Mantri Gram Sadak Yojana Tender

HP stone filling in back of structures including supply of all material, labour, T&P etc. required for proper completion as directed by Engineer-in-charge and MORD specification clause 1604.7. (R/W, B/W, Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.)

Providing and laying of boulder apron laid in wire crates 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 notless than 25 kg each as directed by Engineer-in-charge and MoRD specification 1301 .

Providing and laying of concrete for plain/reinforced 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 specifications Clause 800 , 1202 & 1203 for P.C.C grade M 10. Nominal mix 1:3:6 . (Parapet, Culvert, Hume Pipe, Causeway, Bridge, Dry Scupper, Catchpit etc.)

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 specifications Clauses No.613.3 (Culvert, Causeway, Bridge, parapet etc.)

15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4. (Culvert,Parapet, Bridge, drain etc.)

Providing edge stones on valley side of formation as directed by Engineer-in-charge and MoRD Specification Clause 1608.4

Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing, directed by Engineer-in-charge and MORD Specification Clause 1703.

Ordinary Kilometer Stone (Precast)

200 m stone (precast)

Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications). No 520

White washing two coats on parapet walls and tree turnks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MoRD specifications for Rural Roads 2014.

Providing and laying 25 mm thick P.C.C. Coping Layer 1:2:4 cement concrete for Parapet Wall.

Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5. (Sub grade preparation Pattri filling)

Super Elevation:- Excavation of 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 embank ment site with a lift upto 1.50 m and lead upto 50 m as per Technical Specification Clouse 302.3 (Making of Super Elevation )

Waterproofing on top compacted (as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology and nano acrylic co-polymer with water (100ppm TDS) in the ratio of 1 kg. Organosilane Nanotechnology: 1 kg. nano acrylicco-polymer:200 liter water spray@3 liter/Sqm in two spray applications (1.5 liter+ 1.50 liter) as per direction of the engineer-in-charge. (solders)

Waterproofing on top compacted (as per relevant MoRD specification) sub Grade soil base with Organosilane Nanotechnology and nano acrylic co-polymer with water (100ppm TDS) in the ratio of 1 kg. Organosilane Nanotechnology: 1 kg. nano acrylicco-polymer:200 liter water spray@3 liter/Sqm in two spray applications (1.5 liter+ 1.50 liter) as per direction of the engineer-in-charge.

Stabilized of Sub base/Base: providing , laying, spreading and Compacting in-site/borrow area soil /morrum of CBR7% mixed with /without 30% of granular Grade-I/crushed stone material as per mix design. Application:(1) Rip and loosen the soil with tractor operated ripper/ rotovator upto depth of 200 mm. and add the aggregates as per mix design. (2) Apply 0.75-1.00 Kg. /cum. organosilane Nanotechnology Terrasil with OMG water (100 ppm TDS) on loose soil with scarification and allow to dry. (3) Spread cement @ 3% by soil weight in treated and dry soil and mix uniformly by rotovator, (4) Apply 0.75- 1.00 Kg./cum. of Nano arcylic Co-Polymer Zycobond with OMC water (100 ppm TDS) on loose soil-aggregate-cement with scarification, Grade roller machine. (5)Spread single layer of 13.2 and down size aggregates on the graded soil surface to form 20 mm thick embedded layer with the desired density. (7) Waterproofing the top compacted surface with organosilane and nano acrylic polymer in the ratio of 1 Kg. organosilane:1 kg nano Co-polymer:200 liter water(1000ppm TDS) @ 3 liter/Sqm in two spray application (1.5 liter+ 1.5 liter). Rates all material, labour, hire charges of machenry etc. Complited as per MoRD specification and direction of engineer-in-charge.

Providing and applying primer coat Medium porosity with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Providing laying and rolling of cold mixed open graded Premix carpet of 20 mm thickness composed of 13.2mm 5.6mm aggregates using penetration grade cationic bitumen emulsion (tailor maid binder) to required line, grade and level serve as wearing course on a previously prepared base including mixing in a suitable plant laying and rolling with a three wheel 80-100 KN static roller capacity finished to required level and grades to be followed by seal coat of type C as per MORD Specification clause 505.2 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)

Providing and laying seal coat by Bituminous (Tailor made Binder) as binder for sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type C as per Technical specification Clause 508 (Emulsion used for cold mix shall be supplied from authorized supplier of IPR's owner i.e. CRRI New Delhi)

Protection of Loose place & Slope Protection- Providing fixing of maxfalt empty Drums including /Providing steel Bar @12 mm Dia two nos, horizontaly for interlocking with eart filling and placing properly in a row including all labour and material directed as per Engineer-In- Charge.

Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written and as directed by Engineer in charge. as per MORD specification Clause 1701

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 Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly 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 attached standard drawing dully painted and written as directed by Engineer in charge. as per MoRD specification Clause 1701 .

Direction and place indentification sign board up to 0.9 sqm size board. Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and as directed by Engineer in charge/ as per Clause 1701of MORD Specification for Rural Roads 2014.

Cleaning of Kucha Drain:- Maintenance of DrainsThe maintenance of drains include erosion, repair, clearing,cleaning, reshaping, regrading, deepening of side drains as well ascatch water drains as per technical specification Clause1907. ( twice in a year oct./nov. and april/ may)per schedule item no.77901/ 15-6

SEEDING AND MULCHING- Preparation of seed bed on previously laid top soil, furnishing and piacing of seeds, fertilizer. Mulching material, applying bituminous emulsion at the rate of 0.231 per sqm and laying and fixing jute netting, including watering for 3 months all as per clause 310 & S.No 8.11 MORD Specification 1600 & 300.

Maintainance Activities: Emergency Maintenance

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

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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

1st Year

2nd Year

3rd Year

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5th 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 techniacal specification 1301

1st Year

2nd Year

3rd Year

4th Year

5th 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)

1st Year

2nd Year

3rd Year

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5th Year

Routine Maintenance- Under PBMC

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2.

3rd Year

5th Year

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] 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. 9). Repair to pot holes and removal of loose material, trimming of sides, clearing of surface by providing tack coat, 20mm pre-mix carpet and seal coat.

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5th Year