SRSP stage -II

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

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 initial lead upto 1 km and all lifts.

Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.

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 as per approved drawing or as directed by the Engineer-in-Charge.

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. For Profile walls / model sections, sleepers , and cut off walls. and as per approved drawing or as directed by the Engineer-in-charge.

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 bed and side lining of canal (75 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. (Manual Lining)

Privinding and forming 35 mm wide and 10mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materails labour etc. complete as per approved drawing or as directed by the Engineer-in-charge.

Clearing thin jungle growth ( less 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,filte drains/catch water drains etc., including dressing bed and sides to required level and profile,cost of all materials,machinery,labor,placing the excavted soil neatly in dump area or for the formationof service road/embankment as directed etc., complete with intial lead up to 1km and all lifts and For Catch Drains and Toe drains

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, plaacing the excavated soft rock neately in dump area or for formation of service road as directed etc complete with lead up to 1KM and all lifts.

Excavation in hard rock (including F&F rock) requiring blasting including boulders above 0.6 m upto 1.2 m dia. for canals, seating 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.

Excavation in hard rock 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.

Providing impervious hearting embankment with selected soil from approved borrow areas inlayers of 25 cm before compaction including cost of all materials, machinery, labour,all operations such as excavation, sorting out, transporting, spreading in layer of specifiedthickness, breaking clods, sectioning, watering, compacting each layer to density control ofnot less than 98 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.

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 of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning, watering and 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 2 km and all lifts.

Providing semi-pervious / pervious casing embankment using soil collected in heaps in embankment area as part of disposal of excavated soil from canal including cost of all materials, machinery, labour, all operations such as sorting-out, spreading in layers of 25 cm before compaction, breaking clods, sectioning and compacting each layer without watering to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete.

Providing compacted embankment for inspection path with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto 50 m and all lifts.

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.

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.

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 (For SLEEPERS/Profile Walls) including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lea8144d 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)

Providing Longitudinal and Transverse drains of Size 500 x 1550 x 600 mm as per the approved drawing including excavation in bed, filling coarse sand in periphery, 5-20mm graded metal. 20-40 mm graded metal, placing of 160mm dia perforated pvc pipe, tar paper over the drain to prevent clogging, including cost and conveyance of all materials, hire charges of machinery, dewatering, cost of all consumables etc at site of work as directed by Engineer-in-charge.

Providing and fixing 80 mm dia perforated GI pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in F&F area slope portion including excavation in F&F,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc

Providing and fixing 80 mm dia perforated GI pressure relief pipes 75 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in HR area slope portion including excavation in F&F,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc

Providing and fixing 80 mm dia perforated GI pressure relief pipes 45 cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in F&F Bed portion including excavation in hard rock,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc

Providing and fixing 80mm dia perforated GI pressure relief pipes 45cm long with one end closed with perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes in hard rock Bed portion including excavation in hard rock,providing coarse sand,graded metal 5 to 20 mm,graded metal 20 to 40 mm,providing 160mm dia pvc perforated pipe,cost and conveyance of all materials,cost and conveyance of labour etc

Providing cohesive non-swelling ( CNS ) soil lining to canals using soil from approved borrowarea including spreading soil in layers of thickness not more than 15 cm, breaking clods,watering, compacting to density control of not less than 98 percent or as stipulated,dressing to required profile etc., complete with initial lead upto 1 km and all lifts.

Providing and laying 75 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, graded aggregates for canal lining using vibrating cylinder type mechanical paver includinghard, 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 20 mm down size approved, clean, hard, gradedaggregates for bed and side lining of canal(100 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.

Providing and forming 35 mm wide and 10 mm thick construction / contraction joints for concrete lining by mastic filler including cost of all materials, labour etc., complete with all leads and lifts.

Providing and fixing 20 mm thick 100 mm depth tarfelt expansion joint filler boards forcement concrete lining of canal including cost of all materials, labour etc., complete with allleads 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

Excavation in ordnary rock without blasting for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift 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

Excavation in hard rock requiring blasting including boulders above 0.6 m upto 1.2 m dia. forfoundations of canal cross drainage and other appurtenant structures and placing theexcavated stuff neatly in specified dump area or disposing off the same as directed etc.,complete with initial lead upto 50 m and initial lift upto 3 m.

Providing and laying insitu vibrated M-10 ( 28 days cube compressive strength not less than 10 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling/Leveling course 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: 220 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)

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, gradedaggregates for Foundation Filling including cost of all materials, machinery, labour, formwork,cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,

Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for sub-structure / 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.(for model walls) (Cement content: 320 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)

Providing and laying insitu vibrated M-25 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for 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 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)

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, gradedaggregates for Piers & Bed Blocks including cost of all materials,machinery, labour, formwork,scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / Cum. (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)

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 troughs including cost of all materials,machinery,labour, formwork, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curingetc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr / Cum. to the data (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)

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, gradedaggregates 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.If water is to be brought from other place add only lead charges @ 500 ltr / Cum. to the data(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)

Providing and laying insitu M- 30 ( 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 m and all lifts. Adopting Design Mix 1:1.96:3.19 i.e. CA: 0.83 Cum nad FA: 0.51 and Cement as 349 Kgs

Supply of expansion joint filler board conforming toIS: 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

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.

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 initial lead upto 1 km and all lifts.

Providing & fixing of the drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH

Supply and Fixing of Guard Stones ( 1200 x 200 x 200 mm ) 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.(10Nos for each SLB)

Providing and Constructing 30 cm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete

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

OT Sluice Shutters for Below 5 Tons capacity (small gates) As per Guidelines of Chief Engineer, Central Designs Organization, Hyderabad Specification drawing for Krishna Delta System Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings

Fabrication, supply, erection, testing and commissioning of Embedded parts consisting of sil beam, slide tracks, seal seats, Guide plates etc. with all accessories including cost of all materials, machinery, labour, etc. complete as per specifications and approved drawings.(without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

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 cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding, finishing etc. complete as per Specification and approved drawings (without painting on mechanical cleaning surfaces which are added extra as per schedule of rates under items in this chapter and add as applicable separately)

Design, fabrication, supply, erection, testing and commissioning of adequate capacity screw gear type hoist consisting of supporting structure, platform, ladder etc., with all accessories for operating canal escape / regulator gate including cost of all materials, machinery, labour, cutting, bending, aligning, anchoring, welding,finishing etc.,complete with all leads and lifts. (without painting on sand-blasted or mechanical cleaning surfaces which are added extra as perscedule of rates under items in this chapter and add as applicable separately)

Cleaning gates / hoists / embedded parts/lifting beams etc, to expose fresh metal surface for painting by sand blasting method as per specifications including cost of all materials, labour, machinery, scaffolding, etc., complete with initial lead for sand upto 1 km and all lifts.

Painting of embedded metal parts and all types of gates, stoplogs,etc, on sand blasted surfaces with one coat of inorganic zinc silicate (airless spray preferred)70+/- 5 and two super coats with a total thickness of 300 microns (each 150+/- 5) of solventless coaltar epoxy paint each coat 150 microns ( total 300 microns) cost of all materials, labour, scaffolding etc., complete with all leads and all lifts

Providing and filling Murrum / Gravely Soil ( CNS soil ) for foundation or around pipesincluding breaking clods, spreading in layers of 10 to 15 cm, watering, compaction by earthmasters to achieve density control of not less than 95 percent etc., complete with leadupto 50 m and all lifts.

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 300 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for450 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 600 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 900 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 1000 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 1200 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 1400 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 1600 MM DIA

Manufacture, Supply and Delivery of R.C.C Spun/Vibrated Cast (Reinforced) Plain ended pipes conforming to B.I.S 458/2003, Exfactory, including transporation as directed by the Engineer-in-Charges (SSR 2019-20) following DIA NP3 CLASS HUME PIPES for 1800 MM DIA

Laying and jointing 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 for 300 MM DIA

Laying and jointing 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 for 450 MM DIA

Laying and jointing 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 for 600 MM DIA

Laying and jointing 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 for 900 MM DIA

Laying and jointing 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 for 1000 MM DIA

Laying and jointing 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 for 1200 MM DIA

Laying and jointing 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 for 1400 MM DIA

Laying and jointing 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 for 1600 MM DIA

Laying and jointing 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 for 1800 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 300 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 450 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 600 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 900 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 1000 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 1200 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 1400 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for 1600 MM DIA

Manufacture, Supply and Delivery of NP-3 Rubber rings to suit R.C.C. Spun /Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S 5382/ 1985 (rate per each rubber ring) including transportation but excluding taxes. the Rubber Rings shall be tested at the factory premises confirming to B.I.S. 5382/1985 for1800 MM DIA