Pradhan Mantri Gram Sadak Yojana Tender

Providing and laying including cost and conveyance of gravel from aproved sources to work site including labour for spreading, watering and compacting by power roller to achieve the required Proctor density at 100% compaction at Optimum, moisture content and hire fuel charges for poer roller, water sprinkler and all otehr incidental charges such as traffic barricading and providing danger lights etc., comp. for base course and side berms

Km 0/0-1/0

Km 1/0-2/0

Km 2/0-2/965

Advance patchwork for making up the undulation in the existing B.T. Surface to an average thickness of 25mm using 13.20mm IRC size HBG metal

Km 0/0-1/0

Km 1/0-2/0

Km 2/0-2/965

Picking 5cm to 10cm old metalled surface and sectioning - 1 sqm.

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 250 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as pwe clause 406 of MORTH Rev-5 (Km 1/615-1/721)

Advance patch work for making up the undulation in the existing BT surface to an average thickness of of 50mm using 45mm IRC size HBG metal as per Technical Specification Clause 503

Km 1/0-2/0

Km 2/0-2/965

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Km 1/615-1/721

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503

Km 1/615-1/721

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 25 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503

Km 0/0-2/965

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2 36 and b with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate required temperature and mixing them in required temperature in central h plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site. spreading the mix to uniform thickness of 40mm with mechanical paver the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver etc., including hire charges and fuel charges for 20-30 t CMP with bitumen bo tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant req including fuel and all other incidental charges etc., complete as per specifica using CMP as per clause 507 of MORTH Rev-5

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Km Stone

Hm Stone

Providing and fixing of cautionary mandatory and informatory sign board as per Technical Specification Clause 503

60 Cm Equilateral triangle (Cautionary) sign Board

60 Cm Circular (Mandatory) sign Board

Chevron signs 90 cm Octogon(Curves)

Road stud with lens

Road Marking with hot applied thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface as per Technical Specification Clause 503

Provision of 15 nos rumble strips covered with premix bituminous carpet. 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint.

Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified ) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Provision for repairing Name Board

Provision for repairing Citizen Information Board

Provision for repairing Logo Board

Provision for Logo Board

Towards the charges for routline maintenance of the road work executed under MGSMT including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRCSP- 20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost

For the First Year from the date of completion of work

For the Second Year from the date of completion of work

For the Third Year from the date of completion of work

For the Fourth Year from the date of completion of work

For the Fifth Year from the date of completion of work

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)