Water Resources Department Tender

Providing and fixing 100 mm dia A.C. pipe with grating for weep holes in abutments, wing walls and return walls of different structures including all lead, lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Collection of hard moorum and Moorum or sand spreading including dressing .Watering for moorum consolidation with lead of water up to 100 m.Compaction of earthwork at optimum moisture content to dry density not below 90% by light rollers i.e. non-powered rollers or sheep foot earth masters or hand rammers including all leads & lifts .and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Filling contraction joints (grooves) as per IS:3873 with hot applied sealing compound IS:5256 including cleaning and washing grooves, painting its inner surfaces with primer. Groove of 17 mm depth including all leads, all lifts and cost of all materials complete 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 longitudnal and transvers sleepers in canal bed and canal side slopes complete including form work, placing, vibration, finishing, curing in minimum 28 days , cleaning, etc., complete including all leads & lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Tamping in canal bed and sides slopes including saturation up to 30cm depth for preparation of earthen sub-grade before laying in-situ cement concrete lining.including all leads & lifts.and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Fabrication, supply and erection of structural steel vertical lift gates for canal below size 2400 x 2000 mm fixed wheel type with gate leaf (complete with skin plate, stiffeners, guide etc. embedded parts first stage anchors sill beam fitted with S.S.plate, seal frame fitted with S.S. plate, guide tee etc.) rubber seals as per IS: 4622 duly painted as per SOR item 1854 to be operated with rope drum hoist (excluding weight & cost of rope drum hoist) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 for the construction of different type of Canal structures with graded metal of maximum size 20 mm. including cleaning and washing of material, mixing in mechenicle mixture, laying, ramming, vibrating by niddle vibrater, finishing in proper profile and shape and curing for minimum 7 days etc complete . including form work (centering, shuttering and scaffolding by steel plates, girders and columns ) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and laying approved cohesive non swelling (C.N.S.) soil in canal bed and slops including dressing breaking of clods, laying in layers of 15 cm thick horizontally pride cutting and finish, 1.5m lift , Transpotration including all leads & lifts.and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and laying in position cement concrete 1:2:4 for the construction of different type of Canal structures with graded metal of maximum size 40mm. including cleaning and washing of material, mixing in mechenicle mixture, laying, ramming, vibrating by niddle vibrater, finishing in proper profile and shape and curing for minimum 28 days etc complete . including form work (centering, shuttering and scaffolding by steel plates, girders and columns ) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and placing in position M-20 R.C.C (excluding cost of reinforcement) but including formwork, placing, vibration, finishing, curing and cleaning etc., complete with graded, metal of maximum size- 20 mm in proper profile and shape etc. including form work (centering, shuttering and scaffolding by steel plates, girders and columns ) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Providing and fixing R.C.C. culoba pipes 150 mm at specified RD in side slopes of canal with proper fixing of both side of pipes with 1:2:4 Concrete. including all lead, lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge..

Providing and placing in position cement concrete M-15 grade Concrete(1:2:4 with 20 mm graded stone ballast) for in-situ lining in canal bed and canal side slopes including form work, for laying in panels, screeding the surface of side slopes with winch operated slip form, finishing, making grooves as per IS:3873, curing for 28 days by constructing brick masonry drains with weep holes or perforated pipes on the coping at the top of lining or by sprinklers, cleaning etc. complete including all leads & lifts.and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Filling foundations and around masonry works with hard moorum and moourm with boulder including watering and ramming . and Excavation in spoil banks formed with excavated materials, dressing - When no rainy season has passed etc. including all lead, lifts and cost of all materials complete as per drawing, design, specification and as Directed by engineer incharge

Providing and fixing in position 76.5cm high H type 1:2:4 RCC railing with graded metal of maximum size 12.5 mm over kerbs consisting of 74.5x28x6.5cm precast panels 15x11cm precast hand rails, 81.5x20x20 cm pillars as per approved drawing including vibration, finishing, curing, handling and hoisting etc. complete including cost of form work and reinforcement complete as directed by Engineer in Charge.

Supplying and fixing steel reinforcement bars (tested) for R.C.C. including cleaning, straightening, cutting, bending, all handling, placing in position arid binding with 0.9 mm annealed binding wire confirming to I.S. 280- 1978 (including cost of binding wire)- Cold worked steel high strength bars conforming to grade Fe 415 of I.S.: 1786 including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Dismantling reinforced cement concrete in roofs, upper floors, slabs, columns, lintels, arches, chajjas, stairs or any other structure, above plinth and Dismantling stone masonry including arches in lime or cement mortar and Dismantling lime concrete or cement concrete in foundations or under floors, haunches or arches or terrace and Dismantling Hume pipes from culverts, syphons, aqueducts, super passages, sluice barrels, etc. including dismantling collar joints, excluding the dismantling of concrete in foundation and around the pipes with dump the dismentalled materials at specified location including all leads & lifts.and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Excavation in all type of soil including soft soil, hard soil and disintegrated rocks in canal bed and side slopes for lining, sleepers, coping and under drainage arrangement with Compaction of earthwork at optimum moisture content to dry density not below 90% by light rollers i.e. non-powered rollers or sheep foot earth masters or hand rammers including dressing to the profile and disposal or excavated material site clearance and filling foundation including removal of rubbish, shifting of soil, separation of useful and unuseful soil and disposal of excavated material to the required places including laying, dressing etc. ( borrow area is to be arranged by contractor at his own costs ) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

Excavation in all type of soil including soft soil, hard soil and disintegrated rocks in dam section for repair or reconstruction of barrel and filling of earth after construction of barrel and under drainage arrangement, earhwork according to dam specification. Compaction of earthwork at optimum moisture content to dry density not below 90% by light rollers i.e. non-powered rollers or sheep foot earth masters or hand rammers including dressing to the profile and disposal or excavated material site clearance and filling foundation including removal of rubbish, shifting of soil, separation of useful and unuseful soil and disposal of excavated material to the required places including laying, dressing etc. ( borrow area is to be arranged by contractor at his own costs ) including all leads, all lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.

22cm thick dry picked up boulder pitching including picking of boulders with individual boulders of 22 cm depth and at least the dimension of boulders in any direction should not be less than 10cm and picked up boulder spalls under pitching. including all leads & lifts and cost of all materials complete as per drawing, design, specification and as directed by Engineer-in-Charge.