Water Resources Department Tender

Fabrication & supply of water tight structural steel sliding type low head sluice with gate leaf and frame as per IS: 5620 complete with brass/ stainless steel lining of appropriate size for seal seats and sill and seals of rubber/ metal guides, hoisting rod, screw hoist and duly painted as per SOR item No. 1854 including Erection of canal gates for item 2606 (a) & 2606(b) with all leads and all lifts of all materials as per drawing, design, specification and as directed by Engineer-in-Charge.

Dismantling cement concrete in floors and super structure with all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

20 mm thick cement plaster on stone work in CM 1:3 with all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

Dismantling limes or cement plaster of any thickness with all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

Dismantling Hume pipes from culverts, syphons, aqueducts, super passages, sluice barriers, etc. including dismantling collar joints, excluding the dismantling of concrete in foundation and around the pipes-Above 0.70m and up to 1.00m dia. with all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

Providing and fixing in position LDPE film of 150 micron (0.15 mm) ISI mark 2508 -1984 including heat sealed joints at end as per IS 9698-1990. including all leads and all lift of all materials as per design drawing specification and as directed by engineer in charge.

Providing and fixing 100 mm dia. AC pipes with grating for weep holes in abutments, wing walls and return walls, including all leads and all lift of all materials as per design drawing specification and as directed by engineer in charge.

Providing and placing in position cement concrete 1:2:4 with 40 mm graded stone ballast for safety ladder IS:3873 including form work, vibration finishing making 10 mm wide grooves, curing, cleaning etc., complete with all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

Excavation in all type of soil for the construction of dam & canal including dressing, site clearance, wet excavation including dewatering bailing out of water and stacking of useful material including utilization of material at specified location with all leads and all lifts of all materials as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and laying in position cement concrete with graded metal of maximum size 20mm for coping over walls, laid in alternate panels of 1.5m, including form work, tamping, vibration, finishing, curing, cleaning etc. complete 1:2:4 concrete complete and all other connected operations required for complete execution of work,including all leads and all lifts of all materials and as per specification, design, drawing and as directed by Engineer in Charge.

Reinforced Concrete, Medium duty, Non-pressure Pipes, Class: NP2, with ends of the Pipes Suitable for flush joints conforming to IS: 458/2003 (Fourth Revision) with up-to-date amendment Nominal Diameter of Pipes in mm 150 mm, RCCHP001045 including Hume i/c fixing in position NP2 Hume pipes for bridge or canal structure including handling, toeing, filling the joints with filler materials and cement mortar 1:3 curing etc. complete (excluding cost of pipes)- 150 mm dia including all leads and all lift of all materials as per design drawing specification and as directed by engineer in charge.

Excavation in different types of soil and rocks in canal bed and side slopes for lining, sleepers, coping and under drainage arrangement including dressing to the profile and disposal or excavated material with 50 m lead and 1.50 m lift with all leads and all lifts of all materials as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and placing cement concrete 1:2:4 cast in situ with 20mm graded metal at specified location, including mixing in mixer, laying mechanical vibration, finishing, curing, form work etc. complete and all other connected operations required for complete execution of work,including all leads and all lifts of all materials and as per specification, design, drawing and as directed by Engineer in Charge.

Excavation in different types of soil and rocks in canal bed and side slopes for lining, sleepers, coping and under drainage arrangement including dressing to the profile and disposal or excavated material, wet excavation including dewatering bailing out of water and stacking of useful material including utilization of material at specified location with all leads and all lifts of all materials as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and placing in position cement concrete 1:2:4 with 40mm graded stone ballast for in-situ sleepers including form work, vibration, finishing, curing, cleaning, etc., complete in canal bed and canal side slopes and cement concrete M15 grade ( 1:2:4 with 20 mm graded stone ballast) with paver machine in bed, side slope and curvature, including batching, mixing, transportation, placing, vibrating inserting PVC, strips at joints, smooth finishing curing, (PVC strip payable separately, (i) lining in bed, (eith water curing) (ii) lining inslope and curvature (with membrane curing) and cement concrete with graded metal of maximum size 20mm for coping over walls, laid in alternate panels of 1.5m, including form work, tamping, vibration, finishing, curing,cleaning etc. complete -(a) 1:2:4 concrete including Tamping in canal bed and side including saturation up to depth of 30 cm depth for preparation of earthen subgrade before laying insitu cement concrete lining including all leads and all lift of all materials as per design drawing specification and as directed by engineer in charge.

Reinforced Concrete, Medium duty, Non-pressure Pipes, Class: NP3, with ends of the Pipes Suitable for flush joints conforming to IS: 458/2003 (Fourth Revision) with up-to-date amendment Nominal Diameter of Pipes in mm 900 mm, RCCHPF80001057 including Hume including fixing in position NP3 Hume pipes for bridge or canal structure including handling, toeing, filling the joints with filler materials and cement mortar 1:3 curing etc. complete (excluding cost of pipes)- (h) 900 mm dia including all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge.

Providing and placing cement concrete 1:2:4 cast in situ with 40mm graded metal at specified location, including mixing in mixer, laying mechanical vibration, finishing,curing,form work etc. complete and all other connected operations required for complete execution of work,including all leads and all lifts of all materials and as per specification, design, drawing and as directed by Engineer in Charge.

Providing and cast in-situ, cement concrete for R.C.C. work in sub-structure, including laying, vibrating, curing and finishing etc., complete, with graded metal of maximum size of 20 mm (excluding cost of reinforcement and form work)-(b) M-20 concrete including all leads and all lifts of all materials and as per specification, design, drawing and as directed by the Engineer in charge