Water Resources Department Tender

Providing and Laying in position of Cement concrete Nominal mix (1:3:6) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

Providing and Laying in position of Cement concrete Nominal mix (1:1.5:3) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto; 20 mm

Extra labour charges for obstruction in laying and placing the reinforced cement concrete due to reinforcement.Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall up stream or down- stream slope facings of dams and open faces of construction joints etc.

Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

Supply of M.S. rainforcement including labour charges for steel rainforcement including bending binding and placing in position all reinforcement a per drawing including cost of binding wire and all leads and lifts using tor or riffed bars. ( IS:1786:1985)

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (a) For bed

Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for - Side slope

Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: - (a) In Bed

Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in bed in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing & form work etc. complete as per specification for: - In sides

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.75 mm

Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.7.5 cm (b) For slope

Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 40 mm

Providing bitumen joints filter sheet conforming to IS: 1838-1983 (b) 20 mm

Filling of construction joints with sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384 - 1986 and all leads of all construction materials including cost of sealing compound complete in all respect.

Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(a) Lead up to 250 m

Compaction of earth or highly weathered strata. By manually or plain roller (density 90% of proctor)

Watering of earth including cost of carriage of water when source of water is up to 1 Km.

Supply of Quarry rubish not more than 10 cm in size including all lead and lift

Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.

Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 m. lead inclusive of dewatering wherever required in cement mortar

Supply of Distance stone well dressed of required shape and size 60x23x7 cm with exposed faces chiesel dressed.

Fixing of Distance stone in 30x30x30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured. (Excluding cost of Distance stone).

Providing, laying and fixing in position RCC spun or hume pipe with collers (ISI-458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints- NP-3 (300 mm dia)

Labour charges NP-3 300 MM

Providing, Laying and Fixing in position RCC SPUN OF Hume pipe with collars (IS 458-2003) in require size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (i) 150 mm dia NP3

Labour charges NP-3 150 mm

Providing, Laying and Fixing in position RCC SPUN OF Hume pipe with collars (IS 458-2003) in require size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. (i) 250 mm dia NP3

Labour charges NP-3 250 mm

Dismantling cement concrete including disposal of material with in 50 m. lead inclusive of dewatering wherever required

Randam rubble stone masonry (using R.R stones where 75% stone to be not less then 15 cm in size in any direction and weight not less then 23 kg .)for Super structure including curing all leads of all construction materials including curing etc. In cement sand mortar 1:5

Add extra for masonary in superstructure

Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: (b) 20 mm

Design, Drawing, fabrication, supply, erection, testing and commissioning of Vertical lift sliding type gate with frame consisting of skin plate, sealing frame, stiffeners, horizontal and vertical girders, guide, stainless steel flat/Brass flat, rivets, wedges, lifting rods etc., with all accessories as per relevant IS code including frame & gate complete set for Canal Cross, Escape, Head regulator /Tank head regulator including cost of all materials, machinery, labour, cutting, aligning, welding, finishing, cleaning, seal fixing, tools and tackles etc., applying two coat of zinc rich epoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tar epoxy paint using airless spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating, should not be less than 350 microns., complete as per specifications and approved drawings with all lead and lifts, including packing & forwarding, transportation charges for structural steel components and other materials.