Tender For New Access Road Of Varuna River Bridge On Bajra Chitouna Road - Providing,Laying,Spreading And Compacting Stone Aggregates Of Specific Sizes (22.4-53 Mm)To Water Bound Macadam Specification Including Spreading In Uniform Thickness,Hand Packing,, bhadohi-Uttar Pradesh

Tender for new access road of Varuna river bridge on Bajra Chitouna road - Providing,laying,spreading and compacting stone aggregates of specific sizes (22.4-53 mm)to water bound macadam specification including spreading in uniform thickness,hand packing,rolling with smooth wheeI roller 80-100 KN in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. WBM Grading-III as per Technical Spcification clause 405. 2 Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502. 3 Providing and applying tack coat with bitumen (VG-10) using bitumen Emulsion pressure distributor @ 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanicalbroom as per Technical Specification Clause 503. 4 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 @1.46 kg/sqm 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 three wheel 80-100 kN static rollar capacity finished to required level and grades to be followed by seal coat of Type-C as per TechnicalSpecificationClause 508. 5 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels grade and cross fall using Type-C with bitumen binder @ 0.65 kg/sqm including cost of bitumen as per Technical Specification Clause 510. 6 Earthwork in cutting or in Patri in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50m in depth and earthwork in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slopes and also including lift up to 1.50 m and lead upto 30 m. the earth cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge & as per S.I.No.253. 7 Maintance Cost of Ist year for P.C. Work @ 0.00% 8 Maintance Cost of Ist year for P.C. Work @ 1.5% 9 Maintance Cost of Ist year for P.C. Work @ 3.00% 10 Maintance Cost of Ist year for P.C. Work @ 4.50% 11 Maintance Cost of Ist year for P.C. Work @ 6.00%

INR 856 /-

INR 128000.0 /-

INR 12.80 Lakhs /-