Construction of link road to village Dadwal Km. 0/0 to 1/300 (SH- Providing and laying M/T, Road side drain and parapets in Km. 0/0 to 1/150).

Amount

Earth work in excavation for structure in all type of classification of soil comprising of ordinary soil, soft rocks, hard rocks, chiseling / wedging out of rock (where blasting is prohibited) as per drawing and MORD technical specification 2014 clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal of materials up to all leads and lift including dressing of sides and bottom and backfilling with approved material in layers not exceeding 150mm (one hundred fifty millimeters) compacted thickness including shoring and shuttering and pumping or bailing out water (surface and sub soil water) up to all depth and any quantum of water including cleaning of slush which may arise out during dewatering and carriage of machinery, material ,tools equipment safety measures and other incidentals necessary to complete the work by mechanical means and / or labour if required. Any loss to the public /private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him including carriage of materials within all leads and lifts and other incidentals as per direction of the Engineering-In-Charge.. The rate includes, octroi, Malkana , Toll tax , Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying mechanically mixed and vibrated concrete, for plain concrete in open foundations for all type of structure complete of plain cement concrete grade M-10(M-Ten)(Nominal mixed 1:3:6)(One Cement three sand six graded crushed stone aggregate)20mm(Twenty millimetre )nominal size )on ground or under water and curing complete including pumping or bailing out water, dewatering, removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawing and M.O.R.D technical specification Clause 802,803,1202 and 1203 as per direction of Engineer-in-Charge including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge.. The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, leavy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying Cement concrete, 1:5:10(One Cement five sand ten graded stone aggregate,40mm(Forty milimetre) nominal size with 15% Plums the size of plumns should be 150mm to 300mm(One hundred fifty milimetre to Three hundred milimetre) and curing complete including the cost of form work with steel plates and filled by bitumen drums in dressiest as per drawing and H.P.PWD Specification including carriage of materials , within all leads and lifts and other incidentals as per direction of Engineer-in-Charge.. The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, leavy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth wheel roller 80-100 KN (Eighty -Hundred) in stages to proper grade and camber applying and brooming stone screening/binding materials to fill-up the interstices of course aggregate watering and compacting to the required density Grading-3 as per Technical Specification Clause 405.1)(By Mechanical means). including carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 -1.00 (Zero point seven zero to one point zero)Kilogramme per Square metre using mechanical means as per Technical Specifications Clause 502.including carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg. (Zero point two five to Zero point three zero)per square metre on the prepared dryand hungry bitumenious surface cleaned with Hydrauic broom as per Technical Specification Clause-503 ncluding carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing , laying and rolling of open-graded premix carpet of 20mm (Twenty millimetre)compacted thickness composed of crushed stone aggregate 13.2 mm to 5.6 mm (Thirteen point two millimetre to five point six millimetre ) @ 0.27 cubic metres (Zero point two seven ) per 10 square metre (Ten Square metre) mixed with pentration grade paving bitumen VG-10 (Viscosity grade-10) at the rate of 14.6 kg.(Fourteen point six kilogramme) per ten square metre of road surface to required line, grade and level to serve as wearing course on a previously prepared base including mixing and heating binder and aggregate in suitable plant, laying with paver finisher and rolling with a three wheel 80-100 KN (Eighty - hundred ) capacity static road roller/ manually finished to required level and grade to be followed by seal coat of type-B by machanical means as per MORD technical specification clause 508 .ncluding carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Providing and laying seal coat for sealing the voids in bitumenous surface laid to the specified levels, grade and cross fall using Type--C and as per Technical Specifications Clause 510, Bitumen (S-90) including carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

Construction of unlined surface drains of average cross-sectional area 0.40 Sqm. In soil to specified lines, grades level and dimensions. Excavated materials to be used in embankment with a lift upto 3 metre and lead of 50 metres average lead 25m) as per Technical Specification Clause 307,Manual Means. etc.including carriage of materials, within all leads , lifts and other incidentals as per direction of Engineer-in-charge.The rate includes octori, malkhana, toll tax, Goods Service Tax, building and other constrcution worker, welfare cess royalty or any other tax, levy or cess in respect of input for or output by this contract shall be payable by the contractor and Government shall not entertain any claim whatsoever in this respect of the same.

SHAMMI KUMAR