Pradhan Mantri Gram Sadak Yojana Tender

Constructing of Water Bound Macadam Using Locally available material such as Latrite metal as per table no 400.13to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100 kn stativ rollar in stages to proper grade and camber applaying and brooming requisite type of screening/ bimding materials to fill up the interstices of laid material watering and compacting to the required density as per clause 405.3 and tech. Specification Clause 408.

Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification 50 mm thick ,useing s-65 (60-70 ) bitumen

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared non bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR Item no. 5.2 ( iv )

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 a three wheel 80-100 kN static roller capacity, finished to required level and grades seal coat of either Type A as per Technical Specification Clause 508.SOR ITEM NO. 5.9(2)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A as per Technical Specification Clause 510 With 60/70 Bitumen By Mechanical Means

For Shoulders Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacting with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(in Ordinary soil )

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(in Had rock blasting prohibitted )

Providing concrete M 10 for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202,1203 P.C.C. Grade M 10 (Nominal Mix 1:3:6)

Providing concrete for plain/ reinforced concrete in open foundation complete as per drawing and technical specification clause 802,803,1202& 1203 Standard artificial sand I. PCC grade M 15 (Nominal mix 1:3:6) for Foundation of Gutter

Providing concrete M 15 for plain/reinforced concrete in substructure complete as per drawing and technical specifications clause 802,804,805,806,8071202,and1204 P.C.C. Grade M 15 (Nominal Mix 1:2.5:5)

Providing and laying reinforced cement concrete 1000 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Providing and laying reinforced cement concrete 750 mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Filter Media Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder

Providing weep holes in plain/reinforced concrete abutment,wing wall,return wall with 100 mm dia. Pvc pipe extending through the full width of the structures with slope of 1(v):20 (h) towards drawing face complete as drawing and technical specification c

Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 38kg/Cum complete as per drawing and technical specifications Clauses 800 and 1206.3 RA No.40