SRLIP Distributary Package No.4

Clearing thin jungle growth ( more than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.

Excavation in all kinds of soil including boulders upto 0.3 m diameter for canal, seating of embankment, filter drains / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soil neatly in dump area or for the formation of service road / embankment as directed etc.,complete with initial lead upto 1 km and all lifts.[for canal excavation]

Excavation in ordinary rock (including HDR) without blasting including boulders above 0.30 m upto 0.6 m dia. For canals, seating of embankment, filter drain / catch water drains etc., including dressing of bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated soft rock neatly in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts. [for canal excavation]

Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals,ating of embankment, filter drain / catch water drains etc., including dressing bed and sides to required level and profile, cost of all materials, machinery, labour, placing the excavated rock in dump area or for formation of service road as directed etc., complete with lead upto 1 km and all lifts. [for canal excavation]

Excavation in hard rock of all toughness by blasting including boulders above 1.2 m dia. for canals, seating embankment etc., including levelling bed by removing all projections by hammering / chiselling,cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area and levelling the same as directed etc.,complete with initial lead upto 1 km and all lifts. [for canal excavation]

Providing hearting / casing embankment with homogeneous soil from approved borrow areas in layers of 25 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting each layer to density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km and all lifts. [formation of canal banks]

Providing semi-pervious / pervious casing hearting embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost ofall materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layerto density control of not less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km all lifts.(for formation of canal banks)

Providing homogeneous embankment using soil from approved borrow areas in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transporting, spreading in layer of specified thickness, breaking clods, sectioning, complete with lead upto 1 km and all lifts. [for dowel banks]

Treatment of contraction joints in cast-in-situ cement concrete in canal bed and sides for 60mm thick lining as per drawing filled with approved quality of primer and sealing compound of approved quality including cost of procurement and handling of all materials placing de-watering etc complete as per drawing as directed by the Engineer-In charge.

Cleaning and painting the groove with approved primer and filled with sealing compound of approved quality including cost of procurement and haulage of all materials, placing, dewatering etc., complete as per drawings or as directed by the Engineer in charge for Construction Joints.

Providing and fixing 20 mm thick 60 mm depth tarfelt expansion joint filler boards for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads and lifts.

Excavation for Structures- Mechanical Means Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Depth upto 3 m complete with all leads and lifts etc complete for the finished item of work as per the approved drawings and as directed by the E.I.C(for CM & CD works, SP's, UT's, OT's, DP's, SLRB's & DLRB's)

Providing, fabricating and placing in position reinforcement steel bars for RCC works including cleaning, straightening, cutting, bending, hooking, lapping, welding wherever required,tying with 1.25 mm dia soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 50 and all lifts. Complete for the finished item of work as per the approved drawings and as directed by the E.I.C (for CM & CD works, SP's, UT's, OT's, DP's, SLRB's & DLRB's)

Supply and Fixing of PVC water stopper 310 mm wide including cost and conveyance of all materials, labour charges with all leads and lifts complete for finished item of work as directed by E.I.C

Providing and fixing 100 mm dia perforated PVC pipes 40 cm long for Weep holes including cost of all materials, labour, drilling 8 mm dia holes etc. complete with all leads and lifts.

Supply of expansion joint filler board conforming to IS: 1838 for buildings, columns, beams and slabs 20mm THICK,complete with all leads and lifts etc complete for the finished item of work as per the approved drawings and as directed by the E.I.C

OT Sluice Shutters Screw Gear Hoist Including Platform for below 5 Tons Capacity (Small gates): Fabrication, supply, erection, testing and commissioning of embedded parts consisting of supporting structure, platform etc. with all accessories for operating canal escape / regulator gate with all accessories including materials, machinery, labour, cutting, bending, aligning, anchoring, welding finishing etc. complete as per Specification and approved drawings

OT Sluice Shutters EM parts for below 5 Tons Capacity (Small gates): Fabrication, supply, erection, testing and commissioning of embedded parts consisting of sil beam, slide tacks, seal seats, Guide plates etc. with all accessories including materials, machinery, labour etc. complete as per Specification and approved drawings

OT Sluice Shutters for below 5 Tons Capacity (Small gates): Fabrication, supply, erection, testing and commissioning of sluice shutters consisting of skin plate, horizontal and vertical angles, stiffeners, rubber seals, clamps with all accessories for sluice shutters including cost of all materials, machinery, labour, seal fixing etc. complete as per Specification and approved drawings

Surface cleaning of metal surfaces by chemical cleaners and then by hand and power tool cleaners and Removing dust. After cleaning,applying primary coat with one coat of Protective Mastic to athickness of 70+5 microns ,followed by finishing coats 2 coats with Solventless Coal tar epoxy each coat with a DFT of 150+5 microns and total DFT of all coats including Primary coat should not be less than 350 microns with material, labour and all accessories with all leads and lifts (in respect of Heavily rusted (30 to 40% rusted) surfaces)

Manufacture, Supply and Delivery of Rubber ring to suit 225mm dia NP2 class R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 300 mm dia. (NP2 Class) R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 450mm dia NP3 class R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 600 mm dia. (NP3 Class)R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 700 mm dia. (NP3 Class) R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 800 mm dia. (NP3 Class) R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 900 mm dia. (NP3 Class) R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 1000 mm dia. (NP3 Class)R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 1100 mm dia. (NP3 Class) R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Manufacture, Supply and Delivery of Rubber ring to suit 1200 mm dia. (NP3 Class)R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S5382/ 1985 including transportation but excluding taxes. The Rubber Rings shall be tested at the factory premises conforming to B.I.S. 5382/1985. Complete as directed by the EIC.

Excavation in hard rock of all toughness including boulders above 1.2 m dia. By controlled blasting methods for canals, cut-off trench of embankment etc., including controlling by fly-rock by muffling arrangements such as placing 50 x 50 mm opening chain link mesh or waste tyres and sand bags, monitoring ground vibrations at specified locations, cost of all materials, machinery, labour, placing the excavated rock neatly in approved dump area or ther place as directed etc.,complete with initial lead upto 1 km and all lifts. (For canal excavation)

Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and laying 60 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. (43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for sleepers, steps, Cutoff walls, Profile Walls & foundation of structures)

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Excavation in Hard rock requiring blasting including boulders above 0.60 m upto 1.2 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area are disposing off the same as directed etc.,complete with initial lead upto 50m and initial lift upto 3m. (for Gas pipe line)

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for CM & CD works, SP's, UT's, OT's, DP's, SLRB's & DLRB's)

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for super-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for CR's, OT's and Pipe culverts)

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Kerbs, troughs, deck slab including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+50) = 380 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (For SLRB's & DLRB's)

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Pier Cap, Bed Blocks, deck slab & Kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70) = 400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for SP's and UT's)

Providing and laying insitu M-20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for DP's, Drops, OT's, SP's and UT's)

Providing and laying insitu M-30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70)=400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over deck slabs on DLRBs & SLRB's)

Providing and laying insitu M-35 ( 28 days cube compressive strength not less than 35 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+90) = 420 kg / cum with use of super plasticiser (0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over over approach slab)

Providing and laying insitu M-25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat over U/s & D/s aprons including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum + 50Kg=380 Kg/Cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Pipe cuvlerts)

Supply and Fixing of Guard Stones ( 1200 x 200 x 200 mm ) including cost and conveyance of all materials, labour charges for finished item of work as directed by E.I.C

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(60 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Manual Lining)

Providing and Constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete (rubble stones :0.2475 cum/sqm)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) socket and spigot Pipes of 225 mm dia. (NP2 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 225 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.43 kg / joint, FA : 0.0075cum/joint, Hemp Yarn : 0.068kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Plain Ended Pipes of 300 mm dia. (NP2 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 450mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 450 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg / joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 600mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 700mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 700 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 800mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 800 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 900mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 900 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 1000 mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 1000 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 1100 mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 1100 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 56.9 kg / joint, FA : 0.058cum/joint, Hemp Yarn : 0.415kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 1200 mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 1200 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)

Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and laying 60 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. (43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for sleepers, steps, Cutoff walls, Profile Walls & foundation of structures)

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for CM & CD works, SP's, UT's, OT's, DP's, SLRB's & DLRB's)

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for super-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for CR's, OT's and Pipe culverts)

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Kerbs, troughs, deck slab including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+50) = 380 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (For SLRB's & DLRB's)

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Pier Cap, Bed Blocks, deck slab & Kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70) = 400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for SP's and UT's)

Providing and laying insitu M-20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for DP's, Drops, OT's, SP's and UT's)

Providing and laying insitu M-30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70)=400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over deck slabs on DLRBs & SLRB's)

Providing and laying insitu M-35 ( 28 days cube compressive strength not less than 35 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+90) = 420 kg / cum with use of super plasticiser (0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over approach slab)

Providing and laying insitu M-25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat over U/s & D/s aprons including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum + 50Kg=380 Kg/Cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Pipe cuvlerts)

Supply and Fixing of Guard Stones ( 1200 x 200 x 200 mm ) including cost and conveyance of all materials, labour charges for finished item of work as directed by E.I.C

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(60 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Manual Lining)

Providing and Constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete (rubble stones :0.2475 cum/sqm)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) socket and spigot Pipes of 225 mm dia. (NP2 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 225 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.43 kg / joint, FA : 0.0075cum/joint, Hemp Yarn : 0.068kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Plain Ended Pipes of 300 mm dia. (NP2 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 450mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 450 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg / joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 600mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 700mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 700 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 32.1 kg / joint, FA : 0.031cum/joint, Hemp Yarn : 0.25kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 800mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 800 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 39.6 kg / joint, FA : 0.039cum/joint, Hemp Yarn : 0.31kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 900mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 900 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 1000 mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 1000 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 49.5 kg / joint, FA : 0.05cum/joint, Hemp Yarn : 0.377kg/joint)

Manufacture, Supply and delivery of RCC Spun/Vibrated cast(Reinforced) Socket and spigot pipes of 1200 mm dia. (NP3 Class)confirming to B.I.S 458/2003 at ex-factory including cost of Pipe, Transportation, loading, Unloading etc.

Laying and jointing 1200 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)

Providing and fixing one line dressed 111x35x25 cm thick IRC standard kilometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 70x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and fixing one line dressed 65x15x10 cm thick IRC standard hectometre stone in cement concrete M-10 grade with 40 mm down size aggregates including excavating pit of size 50x45x40 cm, embedding the stone by 30 cm in concrete, providing 2 coats synthetic enamel paint of approved quality and colour to exposed surfaces and lettering as directed, cost of all materials, labour, finishing, curing etc., complete with initial lead upto 50 m and all lifts.

Providing and laying 60 mm thick in-situ M-15 ( 28 days cube compressive strength not less than 15 N / sqmm ) grade cement concrete with 20 mm down size approved, clean, hard, graded aggregates for canal lining using vibrating cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, finishing, forming contraction joints, fixing PVC joint sealing strips, curing, shifting of paver from one side to other side of canal etc., complete with initial lead upto 1 km and all lifts. (43 Gr Cement content: 300 kg /cum (22.5 kg/ sqm) for use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum equivalent concrete volume:79.2 cum including the extra quantity of concrete for curvatures and bends etc.,)

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for sleepers, steps, Cutoff walls, Profile Walls & foundation of structures)

Laying and fixing of 100 mm Dia 300 mm long precast porus CC plugs in bed and sides using 1.181 Kgs of cement per each using 20 mm HG metal and placing in local filters of size 600x600x750 mm in size including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Laying Longitudinal Drains and Transverse drains of Size 600 x600 x750 mm in Bed and filling with 12 mm to 40 mm HG machine Crushed metal and sand in bed including Excavation of drains and Cost of procuring of all materials including 50 m lead and for all lifts.

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than15 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) (for CM & CD works, SP's, UT's, OT's, DP's, SLRB's & DLRB's)

Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for super-structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for CR's, OT's and Pipe culverts)

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 25 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Kerbs, troughs, deck slab including cost of all materials,machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+50) = 380 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (For SLRB's & DLRB's)

Providing and laying insitu vibrated M-30 ( 28 days cube compressive strength not less than 30 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for Pier Cap, Bed Blocks, deck slab & Kerb including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70) = 400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for SP's and UT's)

Providing and laying insitu M-20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 mand all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (for DP's, Drops, OT's, SP's and UT's)

Providing and laying insitu M-30 ( 28 days cube compressive strength not less than 30 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+70)=400 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over deck slabs on DLRBs & SLRB's)

Providing and laying insitu M-35 ( 28 days cube compressive strength not less than 35 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: (330+90) = 420 kg / cum with use of super plasticiser (0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (W.C over approach slab)

Providing and laying insitu M-25 ( 28 days cube compressive strength not less than 25 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat over U/s & D/s aprons including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum + 50Kg=380 Kg/Cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Pipe cuvlerts)

Supply and Fixing of Guard Stones ( 1200 x 200 x 200 mm ) including cost and conveyance of all materials, labour charges for finished item of work as directed by E.I.C

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for bed and side lining of canal(60 mm thick) including finishing the junction of bed and sides to required curveture, cost of all materials, machinery, labour, formwork including supports, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 300 kg / cum for use of super plasticiser(0.4% by wt. of cement), CA : 0.80 cum, Blending Ratio of CA--65:35, FA : 0.45 cum) (Manual Lining)

Providing and Constructing 225 mm thick dry rubble stone pitching including cost of all materials, labour, hand packing, finishing etc., complete (rubble stones :0.2475 cum/sqm)

Laying and jointing 225 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 7.43 kg / joint, FA : 0.0075cum/joint, Hemp Yarn : 0.068kg/joint)

Laying and jointing 300 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 9.9 kg / joint, FA : 0.01cum/joint, Hemp Yarn : 0.091kg/joint)

Laying and jointing 450 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 17.4 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg / joint)

Laying and jointing 600 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 24.8 kg / joint, FA : 0.025cum/joint, Hemp Yarn : 0.22kg/joint)

Laying and jointing 900 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 44.6 kg / joint, FA : 0.045cum/joint, Hemp Yarn : 0.34kg/joint)

Laying and jointing 1200 mm dia. NP- 3 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 66.8 kg / joint, FA : 0.069cum/joint, Hemp Yarn : 0.453kg/joint)