Water Resources Department Tender

Construction of seepage drains 60 cm x 60 cm under the bed of the structure, excluding excavation of trenchesbut including filling the drains with graded materials such as boulder, shingle and sand in layers with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and placing in position M-15 Design Mix cement concrete with graded metal of maximum size 40mm including screening, cleaning and washing of sand and metal, all materials should be free from dust and foreign materials, mixing in mixer machine, tamping, rodding, mechanical vibration and compaction, finishing, curing for 28 days, cleaning, all scaffolding and cost of all material, machinaries, labour required for pumping and dewatering and shuttering etc. complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and placing in position M-15 Design Mix cement concrete with graded metal of maximum size 20mm for coping over walls, laid in alternate panels of 1.5m, including formwork, tamping, vibration, finishing, curing, cleaning etc. including all lead, lifts and cost of all material, machinaries and labouretc. completecomplete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and laying cement concrete M-15 Design Mix with gradedmetal of maxmimum size 40mm cast in-situ for piers, abutments returns/wings including providing V-shape false joints to form suitable panels in exposed faces to approved design including screening, cleaning and washing of sand and metal, all materials should be free from dust and foreign materials, mixing in mmixer machine, tamping, rodding, mechanical vibration and compaction, finishing, curing for 28 days, cleaning, all scaffolding and cost of all material, materials and labour required for pumping and dewatering and shuttering etc. complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and fixing A.C. pipe 100mm dia with grating for weep holes in abutments, wing walls and return walls etc. complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and placing M-20 Design Mix R.C.C with graded metal of maximum size 20mm excluding cost of reinforcement but including screening, cleaning and washing of sand and metal, all materials should be free from dust and foreign materials, mixing in mmixer machine, tamping, rodding, mechanical vibration and compaction, finishing, curing for 28 days, cleaning, all shuttering. centering, scaffolding and cost of all materials required pumping and dewatering and shuttering etc. complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing, supplying and fixing cold worked steel high strength bars reinforcement (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position and binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire) conforming to grade Fe 415 of I.S. :1786. complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing, supplying and fixing Steel iron Kerry shutters of required thickness with angle iron bracing etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge

Providing, fabricating, supplying and erecting of water tight structural steel sliding type low head gate for dam head sluice and canals with gate leaf and frame as per IS: 5620 complete with brass/stainless steel lining of appropriate size for seals seats and sill and seals of rubber/ metal, guides, hoisting rod, screw hoist and duly painted as per SOR item No. 1854. etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and laying of PVC corrugated perforated pipes 88 mm inner dia/100 mm outer dia conforming IS-9271 with synthetic filter envelope including joints, providing and laying sand filter blanket around the drain pipe including grading and compaction including excavation in hard soil etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and fixing in position PVC water joints 225 mm wide (type 104) embedded in RCC works in expansion joints with heat sealed joints etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge

Providing and fixing in position 12mm thick Pre-molded fillers non extruding and resilient type (bitumen impregnated fiber, I.S.1838-1961), in expansion joints including cleaning of surface etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and laying in position cement concrete with M-15 Design Mix graded metal of maximum size 40mm for in situ concrete blocks in drainage bed, mechanical mixed, laid alternately, including form work, vibration, tamping, finishing, curing cleaning of joints etc., complete, all leads and lifts cost of all materials including cost of all material, machinaries and labour, transportation charges, complete in all respect, as per drawing specification and as per directed by the engineer in charge.

Excavation in spoil banks formed with excavated materials, machinaries and labour etc complete with all lead and lifts cost of all material etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and laying stone chips under D/S cc block in bed complete with all leads and lifts & cost of all material,machinaries and labour etc complete in all respect as per drawing, design & specifications and as directed by the Engineer-in-charge-

Filling foundations and around masonry works with materials obtained from spoils including watering and ramming etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Filling foundations and around masonry works with materials obtained from spoils including watering and ramming etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and Fixing in the position 900mm dia 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 Amendments 1. RCCHPF80001057 for canal structures including handling, toeing, filling the joints with filler materials and cement mortar 1:3 curing etc complete with all lead and lifts cost of all material,machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and fixing steel glazed doors, windows and ventilators of standard rolled steel sections, joints mitred and welded with 15x3 mm lugs Iommi long, with steel lugs, embedded in cement concrete blocks 1 xl 5x10cm of 1 :3:6 with 20mm graded metal or with wooden plugs and screws or Rawal plugs and screws or with fixing clips or with bolts and nuts as required including providing and fixing of glass panes with glazing clips and special metal sash putty of approved make complete and applying a priming coat of approved steel primer. excluding the cost of metal beading and other fittings except necessary hinges or pivots as required etc complete with all lead and lifts cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and applying 2 mm thick ready mix exterior grade putty (Birla wall care, Ultra tech Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even etc. complete including all lead, all lifts and cost of all materials etc. complete in all respect, as per design, drawings, specifications and as directed by Engineer-in-charge.

Providing and applying wall painting in two or more coats on new surface with plastic emulsion paint (IS: 5411 — Pt-1) to give an even shade etc. complete including all lead, lifts and cost of all material, machinaries and labour etc. complete in all respect, as per approved drawing, design and specification of Water Resources Department and as directed by the Engineer-in-charge.

Providing and fixing in position 1 m high pipe railing with 3 rows of 40 mm G.I. pipes and R.S.J. posts (ISLB-75@6.1kg/m) including 3 coats of painting etc. complete including all lead, lifts and cost of all material, machinaries and labour etc. complete in all respect, as per design, drawings, specifications and as directed by Engineer-in-charge.

Supply, installation, commissioning and testing of Solar Pump set of 7.5 HP 7.5 KWwith foundation frame connection of suction, and delivery pipe of required diameter with required capacity of solar panel and its all component duly connected with control panel, operating panel with the backup power system for 24 hours arrangement, fencing of premise and provide necessary electric connections for pump house etc, including maintenance of whole solar system, solar pump set for 5 years including all related/ required accessories etc. complete including all lead, lifts and cost of all material, machinaries and labour etc. complete in all respect, as per design, drawings, specifications and as directed by Engineer-in-charge.

Providing, laying jointing & field testing of High Density Polyethylenes pipes (HDPE) of 110mm diameter conforming to IS 4984/14151/12786/13488 with necessary jointing pipe by heating the end of pipe with the help of teflon coated electric mirror or heater to the required temperature and then pressing the end to together against each other,to form a monolithic & leak proof joint by thermosetting process it may be required to be done with jack/by fusion machine( 50 mm and above fusion jointed and below 50 mm mechanical jointed) (A) for PN 6 (6kg/sqem) complete including all lead, lifts and cost of all material, machinaries and labour etc. complete in all respect, as per design, drawings, specifications and as directed by Engineer-in-charge.

Design and construction of underground pipe distribution network for hose Irrigation system, excluding rising main but with pressurized irrigation with duty of 0.45 Lit/sec/ha and of working/ operation pressure not exceeding 4 kg/cm2 with HDPE/ DWC/ SPIRAL DWC/ MS/ DI pipe conforming to BIS codes and relevant.international specification for pipes 63 mm to 900 mm diameter including All works like excavation, preparation of bedding, laying, joining, backfilling testing and commissioning and testing of the system as per specifications and codal requirements, crossing of all natural drainage, nallas as per requirement of work complete. Providing and fixing all required valves, bends, manifolds, controls etc conforming to related ISI/ European standards and including Supply, Erection and Commissioning, testing of Outlet Management System with outlet duty of 0.45 lit/sec/ha up to minimum 30 ha which should be able to control the flow as per desired minimum pressure of 1.5 meter exit gradient at service outlet which shall consist of orifice type of nozzle able to deliver desired flow of 4.5 lit/sec/ha at highest point of field facilitating uniform distribution of Water to all the users irrespective of its location, elevation and distance from the water supply source including recording, measuring, monitoring and control with suitable power source and alternatively by solar power with three days back up capacity with no recurring cost for Communication with GSM/ GPRS/ RADIO etc. System should be kept in Protective Enclosure capable of giving vandalism alert and shall be SCADA compliete from 300 Ha to outlet to 1 ha. including Cost of SCADA, valves, bends, manifolds, controls, Outlet Management System, Outlet with manual valve at one hectare etc. co