Water Resources Department Tender

Cement concrete of design mix of M15 grade having specified characteristic compressive strength of 15N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S-516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Providing rigid Form work for concrete with F1 finish for U/S faces of Dams, Spillway, glacis of barrages, unexposed surfaces of foundation, block joints etc. with the box type steel shuttering plates rigidly fixed blocks including cost of all materials all labour T&P, taxes and dismantling after casting with all lead, lift & delifts and all incidental charges etc. but excluding GST and complete the work in all respects as per specification and as per direction of Engineer-in-charge.

Reinforcement Cement concrete of design mix of M20 grade having specified characteristic compressive strength of 20N/mm2 in design mix with minimum quantity of cement as specified in I.S. code of 150 mm cube at 28 days curing after mixing & tests conducted in accordance with relevant clauses of I.S. – 516 using crusher broken hard granite coarse aggregate 20mm down graded and proportion as specified in I.S. 456 code and subject to mix design in conformity to the grading and proportion of different materials of concrete in structures as specified in the relevant codes of approved quantity obtained from approved quarry of tested and approved quality free from weathered skin surface and any other deleterious materials, uniform colour & texture with mixing concrete in batching plant, conveying the same by transit mixers and placing in position for structures etc. l with all leads, lifts and delifts including cost, carriage, royalties, taxes of all materials excluding GST, but including cess and quality control test cost of all materials, dewatering, mixing and vibrating by mechanical means placing in proper place and providing grooves or beads wherever necessary including cost, carriage of water, curing , T&P, hire & running charges of all machineries, labour and supervision charges including mobilization and demobilization and working of machineries etc with cost of construction and maintenance of coffer dam and diversion arrangement and removal required etc complete as per the approved drawing, design, specification and direction of the Engineer-in-Charge.

Supplying, straightening, cutting, bending, binding of HYSD un coated Tor rods of different sizes as per design, for RCC works tying the grills and placing in position in all heights for fabrication and framing reinforcement with laps and hooks, ties, chairs and tack welding, whenever necessary with all leads, lifts and delifts including cost, conveyance and taxes of all materials including cost of steel of (SAIL or any approved make i.e. TATA) binding wire 18 to 20 SWG, T&P including transportation to work site loading, unloading and taxes of all materials labour charges, cess etc. but excluding GST and complete the work in all respect as per drawing, design & specification as per direction of Engineer-In-Charge.

Laying and fixing in position RCC Hume pipes with collars jointed with cement mortar 1:3 including cost, conveyance, royality, cess, taxes of all materials, labour charges, T&P with all lead, lift, delifts etc. but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge.(1200 mm dia NP3 spun pipe)

Providing dry rubble rock toe and quarried granite boulders of 30cm and above from approved quarry free from weathered skin and any other deleterious materials including dumping on slopes, filling interstices with small stones and wedged and packing surface to proper line and level including fixing wave breaker etc. complete with all leads, lifts & delifts including cost, conveyance and royalty, taxes of all materials quality control charges & cess etc.but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge. (Measurement to be taken on finished level section)

Rough stone dry packing in aprons and revetments and abutment with hard granite broken stone 15 cm to 30 cm size free from weathered skin and deleterious materials of approved quality and texture from approved quarry including filling the interstices with quarried broken spells including cost, conveyance & royality, cess, all incidental charges, taxes of all materials, all labour charges, T&P etc. but excluding GST and complete the work in all respects as per drawing, design,specification and as per direction of Engineer-in-charge.

Earth work excavation of any approved type of soil mechanically in approved borrow area with transportation of suitable earth by mechanical means with all lead & lift including loading, unloading and re-handling from borrow area for filling section including benching, marking trimming the slopes and bed to the required section and level including clearing and grubbing light jungles, uprooting stumps, small bushes and trees etc. and breaking the clods to max. 5 cm to 7 cm and laying in layers to the design section of bank in 22.5 cm thick layers including construction maintenance, watering and lighting of haul road and borrow area, including cost, conveyance, Royality and taxes, all incidental charges & cess with all leads, lifts & delifts etc. but excluding GST and complete the work in all respects as per design, drawing, specification and as per direction of Engineer-in-charge.