Water Resources Department Tender

Providing and laying cement concrete conforming to M25 grade in approved surface using 20 mm size and down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position,compacting with vibrator with all leads, lifts, delifts for mix concrete, royalty, cess including dewatering, supplying T&P, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, approach road, diversion road, site illumination, hire and running charges of machineries required for the work as per approved drawing and specification etc complete but excluding GST with all cost (but excluding cost of reinforcement steel) as directed by Engineer-in-Charge.

Providing rigid & smooth centering & shuttering and form work for concrete works, both faces of c.c wall unexposed surfaces of foundation, block joints etc with F1 finish using steel shutter plates, rigidly fixed including false work, dismantling them after casting and finishing & making good to the surface where necessary with all labour and T&P including cost, conveyance, cess, all taxes of all materials and supervision charges etc. complete but excluding GST as per approved drawing, design, specification and direction of the Engineer-in- charge.

Straightening, coiled or bend up M.S. or HYSD bars of SAIL make confirming to grade fe-250 or fe-415 of tested and approved quality, cutting, bending, lapping, sitting, welding etc and confirming I.S. Specification and jointing if necessary by lapping and tying the grills and placing in position in ties chairs and spaces as required for fabrication and fixing of reinforcement for RCC works as per the approved design with all leads and lifts from bending yard to placement spot including cost and conveyance of M.S. or tor-steel bars and binding wire of 18 to 20 gauges etc complete (Weight of binding wire has not been considered for payment - standard co-efficient of different sizes of the steel shall be considered and welding and lapping shall confirming to relevant clauses of I.S. code) including cost of all labours, cess, T&P and supervision charges, all taxes etc complete but excluding GST as per design, drawing and direction of the Engineer-In-charge.

Back filling to wall lining/ foundation and plinth with good quality of excavated earth available from foundation excavation with well watered and rammed including all cost, conveyance, cess and taxes of materials , labour charges and T&P etc complete but excluding GST with all leads, lifts, delifts etc as per specification and direction of the Engineer-in-charge.

Providing weep holes in plain / reinforced concrete walls, abutment , wing wall/ return wall, retaining wall etc with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V: 20 H towards drawing face complete as per approved drawing and technical specification including removal of clogged materials for weep holes and providing adequate filter materials at the face of the A.C. pipes with cost, carriage, royalties , cess, taxes of all materials T&P , labour and supervision charges etc complete but excluding GST as per direction of the Engineer-in-charge.

Rough stone dry packing in aprons, revetments, and slope to design thickness using 15cm to 30 cm size hard broken granite stone of approved quality from approved quarry free from weathered skin and any other deleterious materials including filling the interstices with small stones, spalls etc and wedging with hammer and placing the surface to proper line and level, fixing key stones including dewatering if any, with cost, conveyance and with all leads, lifts and delifts, royalties. Cess and taxes of all materials and labour, T & P etc complete but excluding GST in all respect as per approved drawing, specification and direction of the Engineer- in- charge. (Measurement will be taken on finished section )

Earth work in excavation in any approved type of soil in approved borrow area free from logs, stumps, roots or any other ingredients likely to deteriorate or effect the stability of bed, bank by mechanical means loading into & transportation by mechanical means and unloading soil with all leads & lifts on properly prepared & scientifically approved surface free from weeds, roots and shrub jungles ,including dug belling for demarcation purpose , spreading & leveling the earth in 22.5 cm layers to make the fill ready for watering and compaction including watering and compaction of earth with HRR/ any approved type of equipment approved by Engineer-in-charge, in embankment/ flood bank of all heights including cost of clearing and grubbing jungles covered with plants/bushes less than 30cm girth and uprooting stumps and including cost of all materials, T&P, with royalties, cess & other taxes of materials excluding GST,etc. cost of quality control tests, mobilization & demobilization, supplying, operation, maintenance of all machineries, equipments, materials and labour, cess required for the work including supervision charges, cost of cutting and trimming the extra fill in the slopes of the canal embankment/flood bank to design section, construction, maintenance, watering and lighting of haul roads, borrow areas and cost of related diversion arrangement for diversion of flow during working seasons and removal and disposal of the same after completion of the work etc. complete as per design, drawing, and specification and direction of the Engineer-in-charge (Measurement is to be taken on the finished level section)

Collecting, supplying & stacking good quality moorum only of P.I. value more than 6.00 from approved quarry of approved quality free from organic materials on compacted surfaces of the earth dam or dykes fro filter blanket and other horizontal filter zone to proper thickness including surface dressing away from the trafficable berms in regular interval for pre-measurement in regular box heaps of 1.5m x 1.5m x 0.44m to be measured as one cum including conveying from stacks and spreading the same in layers not exceeding 225mm (compacted to 185mm thick) depth ,including all other machineries and T&P etc complete including cost, conveyance, royalty ,cess and all taxes of all materials with all leads, lifts and de lifts and all labour etc required for the work complete in all respect and as per specification and as per the direction of the Engineer-in-charge.