Water Resources Department Tender

Rigid & smooth centering, shuttering for RCC/ CC works including false works and dismantling then after casting including proper curing with cost, carriage, cess and all materials required for the work complete as per specification and direction of Engineer-in-Charge.

Providing and laying cement concrete M25 for C.C work in approved surface using 20 mm size down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC 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 by suitable means, supplying, 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 etc. as per approved drawing and specification etc complete with all cost incidental to the work as directed by Engineer-in-Charge.

Earth work in excavation in all kinds of approved soil from approved borrow area by mechanical means with all leads, lifts and delifts including loading into the transportation vehicles and unloading from transported vehicles and depositing the same on properly prepared and scientifically approved surface including rough dressing and breaking the clods to maximum 5cm. to 7cm. laying in layers not exceeding 22.50cm including removal of roots, shrub jungles, bushes and all foreign debries from the earth and benching the old embankment, sectioning, watering and compaction with all type of compacting equipments under OMC conditions to attain minimum proctor dry density of 95.00% for all heights of banks and slopes with required quality control test including construction, maintenance, watering, dewatering and lighting of haul roads and borrow area including mobilization and demobilization of men and machineries and all articles and incidental charges required for the completion of work, complete in all respect including cost of royalty with labour cess as per approved drawing, specification and direction of the Engineer-in-Charge. (Measurement shall be taken on finished compacted section .Borrow area is to be arranged by the agency at his own cost and responsibility)

Filling foundation and plinth with excavated earth by all means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess etc. complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Earth work in excavation of foundation in all kinds of soil with all leads, lifts and delifts including dressing and levelling the bed & including shoring, shuttering, propping bullahs, dewatering, if required and stacking the excavated earth away from the work site with all leads, lifts and delifts including labour cess etc. complete as per the direction of the Engineer-in-charge.

Installation of Gabion boxes / mattress made out of hexagonal woven wiremesh type zinc wire with PVC coated gabion boxes of size such as (2.00m x 0.50m x 1.00m) as per requirement at site filled with hard granite stones of size not less than 0.0025 cum and compacting the stones inside gabion boxes with minimum voids and tying, stitching with lacing wire and heavily galvanised steel rings of 3mm dia having tensile strength of 40KN/m anf punch strength 19KN with a spacing of rings @200mm c/c and placing in position with help of cranes and by other mechanical means with all cost of materials, conveyance, cess etc. complete as per drawing, design & direction of Engineer-in-Charge. (Measurement will be taken on finished level section)

Providing and laying cement concrete M15 for C.C work in approved surface using 20 mm size down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC 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 by suitable means, supplying, 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 etc. as per approved drawing and specification etc complete with all cost incidental to the work as directed by Engineer-in-Charge.

Providing and laying RCC M25 for R.C.C work in approved surface using 20 mm size 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 by suitable means, supplying, 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 etc. as per approved drawing and specification etc complete with cost of all materials excluding cost of steel & incidental to the work as directed by Engineer-in-Charge.

Providing and laying cement concrete M30 for C.C work in approved surface using 20 mm size down graded black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for CC 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 by suitable means, supplying, 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 etc. as per approved drawing and specification etc complete with all cost incidental to the work as directed by Engineer-in-Charge.

For foundation plinth band

Installation of Gabion boxes / mattress made out of hexagonal woven wiremesh type zinc wire with PVC coated gabion boxes of size such as (2.00m x 1.00m x 0.30m) as per requirement at site filled with hard granite stones of size not less than 0.0025 cum and compacting the stones inside gabion boxes with minimum voids and tying, stitching with lacing wire and heavily galvanised steel rings of 3mm dia having tensile strength of 37KN/m anf punch strength 25KN with a spacing of rings @200mm c/c and placing in position with help of cranes and by other mechanical means with all cost of materials, conveyance, cess etc. complete as per drawing, design & direction of Engineer-in-Charge. (Measurement will be taken on finished level section)

Collecting & supplying good quality moorum from approved quarry and stacking at work site in regular box heap size (1.50mx1.50mx0.50m) to be measured as 1.0cum and spreading the same on the top of the metalled surface not exceeding 100mm thick including watering & consolidation with PRR to the required density in OMC with all leads, lifts and delifts including cost, conveyance, royalty, cess etc. including hire and running charges of machineries etc.complete as per specification and direction of the Engineer-in-Charge.

For Deck Slab

Non-woven Geo textile as per MoRTH 700 Type-1, made of 100% polypropyline having weight of 270 GSM having minimum puncture resitance of 2.38kN, Trapezoidal Tear strength of minimum 375N, Grab Tensile strength of minimum 900 N, Apperant opening size of minimum 180 micron, with water flow capcity of minimum 3.6Kilo Litre/Sqm/min etc. complete as per the drawing, design & direction of Engineer-in-Charge.

Providing and fixing of Weep Holes in Masonry / Plain Concrete / RCC in abutment, wing wall and return wall etc. with 100 mm Dia AC pipes extending through full width of structure in slope of 1V:20H towards drawing face using cement mortar (1:3) with cost of all materials, curing, royalty,cess etc. all complete as per drawing, design and technical specification and direction of the Engineer-in-Charge.

Filling foundation and plinth with sand by all means and laying in layers duly compacted, watering including cost, carriage, royalty with all leads, lifts, delifts, cess and all materials required for the work complete as per drawing and specification and as per the direction of Engineer-in-Charge.

Quarrying, Collecting, supplying and Stacking of good quality of moorum and sand in regular box heap size of 1.50m X 1.50m X 0.50m to be measured as one cum, and admixing moorum and sand in 60 : 40 proportion and laying in canal bed and slope in layers not exceeding 100 mm thick with all leads, lifts and delifts including cost, conveyance, royalty, labour cess etc. required for the work, watering and compacting to the required density in OMC using PRR, hire and running charges of all machineries and quality control test, complete as per specification and direction of the Engineer-in-Charge.

Quarrying, Collecting, supplying blasted hard granite stone boulder of 15 cm to 30 cm size from approved quarry free from weather skin surface and other deleterious materials, packing the stones in rip raps and slope protection works in river embankments to required profile in all heights and depths including filling the interstices with small stones, wedging and hammering with 5Kg. hammer including fixing wave breakers with all cost, conveyance,labour, royalty, cess, hire and running charges of machineries and transportation of all materials of approved quality with all leads, lifts, delifts handling and re-handling charges including all other incidental charges required to complete the work as per the specification and direction of the Engineer-in-charge. (Measurement will be taken on finished level sections)

Supplying, straightening, cutting, bending, binding and tying the grills using uncoated HYSD bars cutting, bending of designed diameters and placing in position for fabrication and fixing the reinforcement grills including laps, ties, providing chairs and welding whenever necessary with all leads, lifts and delifts with all labour, cess complete including cost, conveyance of steel and binding wires complete and as per the direction of Engineer-in-Charge.