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Construction of Four Lane Highway from Valayakkaranai Km 15.100 to Pazhaveri Km 29.600, for a length of 14.50 km, including Service Road on both sides on the section of Proposed Industrial Corridor of Cheyyar SIPCOT on Hybrid Annuity Mode (HAM)
BID PROJECT COST FOR Construction of Four Lane Highway from Valayakkaranai to Pazhaveri, for a length of 14.50 km, including Service Road on both sides, interchanges,VUPs,LVUPs,SVUPs, ROB cum HLB, Major bridges and Minor bridges as per schedules and as specified in the Tender Documents, on Hybrid Annuity Mode (HAM), Inclusive of Goods and Service Tax (GST) @ 18.00%
WARD 14 DHARAMVEER KE MAKAN SE FIRKU KE MAKAN TAK PULIYA AND CC ROAD KA NIRMAN KA WORK
construction of un reinforced dowe jointed at expansion and construction joint only pain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type a per clause 1501.2.2 in M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggregat not exceeding 25 mm mix ina concerete mixer not les than 0.2 cum capapcity and appropiate wieght batcher using approved fixed side from work (stel channel laying and fixing of 125 micron thick polytheen films &dowel bars wedges steel plates including supply of all material labour and T&P etc required for proper completion of work (as per analysis) same area as per item no 1
WARD 11 ANNUDIN KE MAKAN SE AYEMI SHAH KE MAKAN TAK CC ROAD AND NALI NIRMAN KA WORK
Earth work in filling upto distance 10.00 km lead with cartage/royalty for levelling dressing including supply of all material,labour and T&P etc.required for proper completion of work,shiyamu wali gali sid gali deduction 12.50% settlement
WARD 17 PALIWAL KE MAKAN SE BHURA SAINI KE MAKAN TAK CC ROAD AND NALI NIRMAN KA WORK
Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concret pavement,thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 ( 1:1.5:3) M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggragate not exceeding 25mm,mix in a concrete mixer not less then 0.2 cum capacity and appropriate weight batcher using approved m,ix design,laid in approved fixed side form work(steel channel laying an fixing of 125 micron thick polytheen film & dowel bars ,wedges ,steel plates including supply of all material,labour and T&P etc required for proper completion of work
WARD 8 HARKESH PATWARI JI KE MAKAN SE KHAKROBAN MOHALLA TAK CC ROAD AND NALI NIRMAN KA WORK
construction of un reinforced dowe jointed at expansion and construction joint only pain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type a per clause 1501.2.2 in M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggregat not exceeding 25 mm mix ina concerete mixer not les than 0.2 cum capapcity and appropiate wieght batcher using approved fixed side from work (stel channel laying and fixing of 125 micron thick polytheen films &dowel bars wedges steel plates including supply of all material labour and T&P etc required for proper completion of work (as per analysis) same area as per item no 1
WARD 8 SANJEEV SHARMA KE MAKAN SE ARYA SAMAJ MANDIR TAK CC ROAD AND NALI NIRMAN KA WORK
construction of un reinforced dowe jointed at expansion and construction joint only pain cement concrete pavement thickness as per design over a prepared sub base with 43 grade cement or any other type a per clause 1501.2.2 in M30 coarse and fine aggragate confirming to IS 383 maximun size of coarse aggregat not exceeding 25 mm mix ina concerete mixer not les than 0.2 cum capapcity and appropiate wieght batcher using approved fixed side from work (stel channel laying and fixing of 125 micron thick polytheen films &dowel bars wedges steel plates including supply of all material labour and T&P etc required for proper completion of work (as per analysis) same area as per item no 1