Pradhan Mantri Gram Sadak Yojana Tender

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per MoRD Specification Clause 301.5

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount 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 MoRD Specification Clause 401.For Grading III Material

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

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 bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

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 to be followed by seal coat of either Type A or Type B or Type C as per MoRD Specification Clause 508.By Mechanical Means Bitumen (VG-30)

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 By Mechanical Means Type B Bitumen (VG-30)

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications.Ordinary Kilometre Stone

Kota to Barapura Road Km 0/0 to 2/00

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. Using Crusher Broken aggregate By Manual Means

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

Sirmathura Sone ka Gurja Road to GolipuraKm 0/0 to 1/500

Add 12% for GST

G. Total Construction

Annual maintenance charges on prorata basis as per fixed amounts (Part B)

For 1st Year Maintenance (0.68%)

For 2nd Year Maintenance (0.87%)

For 3rd Year Maintenance (1.12%)

For 4th Year Maintenance (1.31%)

For 5th Year Maintenance (1.52%)

G. Total Maintenance

G. Total Construction and Maintenance