Rural Development Department Tender

Providing, laying, spreding and compacting stone aggregates of specific sizes to water bound macadam specification including spresding in uniform thickness, hand packing,rolling with three wheeled steel roller 8-10 tonnes in stage to proper grade and camber, applying and brooming requisite type of screenig/binding materials to fill up the interstices of coarse aggregates, watering and compacting to the required density as per clause 404 of MoSRT&H specifications for Road & Bridge works(4th Revision) with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge. (WBM-Gr-II)

(WBM-Gr-III)

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing and applying tack coat with bitumen 60/70 on bituminous surface etc with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing & laying 20mm thick premix carpet (By Manual means) using 0.27cum of 13.2mm to 5.6mm size chips and 14.6 kg of bitumen for 10 sqm including hand packing to proper camber and consolidation with PRR including hire and running charges of PRR, bitumen boilers etc.complete, with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Providing & laying 6mm thick precoated seal coat (By Manual means) using 0.06 cum of 6.7mm size chips as per sieve analysis and 6.8Kg of bitumen per 10sqm with all leads, lifts, delifts with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

Earth work in excavation of foundation in all kinds of soil including stony earth and gravel mixed with boulders not exceeding 0.014 cum in volume, D.I.Rock & slushy soil with all leads, lifts, delifts including dressing and leveling the bed to design section and depositing excavated materials away from working area in spoil banks with all leads, lifts and delifts including dewatering, shoring, shuttering and propping of bullah piles and construction of coffer dam if required, bailing out water with all cost, conveyance, labour and cess and all other taxes, cess etc. complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand of good quality including watering and ramming with all labour, T&P etc complete to the required level including cost, carriage, royalty & cess of all materials etc complete as per specification and direction of the Engineer in charge.

Providing Cement Concrete (1:3:6) using 40mm hand broken hard granite coarse aggregate of approved quality free from weathered skin surface and any other deleterious materials, uniform colour and texture including dewatering, cost, conveyance, royalty and all other taxes of all materials to site of work, tool & plant with all lead, lifts, delifts, watering and curing etc. complete with all labour for mixing by concrete mixture, placing in position by manually and compacting with vibrators etc. complete including hire & running charges of all machineries, cess etc. complete as per approved drawing specification and direction of the Engineer-in-charge.

Providing Cement Concrete (1:3:6) using 40mm hand broken hard granite coarse aggregate of approved quality free from weathered skin surface and any other deleterious materials, uniform colour and texture including dewatering, cost, conveyance, royalty and all other taxes of all materials to site of work, tool & plant with all lead, lifts, delifts, watering and curing etc. complete with all labour for mixing by concrete mixture, placing in position by manually and compacting with vibrators etc. complete including hire & running charges of all machineries, cess etc. complete as per approved drawing specification and direction of the Engineer-in-charge.(In Sub structure)

Providing and placing in position of Cement concrete of design mix of M 15 grade having specified characteristic compressive strength of 15 N/mm2 in design mix with the quantity of cement as specified in I.S. / I.R.C,. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 / I.R.C. –78 using crusher broken hard granite coarse aggregate 20 mm downgraded and proportion as specified in I.S. 456 / I.R.C. 21 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in canal structures as specified in the relevant codes of approved quantity obtained from approved quarry and using the minimum quantity of cement in accordance with the test result of design mix as per relevant clause of IS code and approved quality of aggregates free from weathered skin surface and any other deleterious materials , uniform coloured texture with all leads, lifts and delifts including cost, carriage, royalties, cess, taxes and quality control test cost of all materials, dewatering, mixing and vibrating for compaction by mechanical means and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P labour and supervision charges including mobilization and demobilization including hire and running charges of all machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required in complete as per approved design, drawing , specification and direction of the Engineer in charge.

Supplying and laying RCC NP3 pipes including joining the joints with C.M(1:2) with all labour, materials, T&P, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge. (600 mm dia single row)

(1000 mm dia single row)

Providing weep holes in brick masonry/ plain/reinforced concrete abuttments, wing walls/return walls with 100mm dia A.C pipe etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge