NEW CONSTRUCTION OF LINK ROAD FROM KOTHE KAME KE TO KOTHE ARORAYA KE

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Tender Inviting Authority: EXECUTIVE ENGINEER PROVINCIAL DIVISION, BATHINDA

NAME OF WORK:- NEW CONSTRUCTION OF LINK ROAD FROM KOTHE KAME KE TO KOTHE ARORAYA KE

Contract No: CIVIL Works

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Work Name Item Code / Make Quantity Unit Rate Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Dismantling brick edging as per CSR 8.5 (i) 0.999 Cum Full Conversion INR

Compaction of earth work & Prepration of Sub grade including loosing,leveling ofearth 225mm thick top layer, rough dressing of soil, final dressing of earth to givelevel camber,watering,rolling with road roller,compacting the bed to achieve minimun dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications (in case of link roads earth work to be done by villagers.) as per CSR 24.4(c) sqm Full Conversion INR

Credit of materials

Bricks bats CSR 3(12d) cum Full Conversion INR

Bricks Nos. Full Conversion INR

Construction of Toe Wall 1 Ft high (Rs. 734 per mtr. for Const. of Toe Wall 1 Feet High has been allowed tentatively hut payment should be made as per actual work done at site. Before execution, Executive Engineer should ensure himself about the stability of section adopted and necessity of provision.) Mtr Full Conversion INR

Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M35 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-inCharge. sqm Full Conversion INR

Cement concrete 1:8:16 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type CSR 10.6 b (ii) Cum Full Conversion INR

cultural cess Percentage Full Conversion INR

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