Rural Development Department Tender

Providing  and laying in situ  Cement Concrete of trap/ granite I quartzite I gneiss metal for RCC work in foundation like raft. grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) A) For R.C.C. M - 200 grade for footing beam

B) For R.C.C. M - 200 grade for vertical wall

Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (Including cost of binding wire) Tor steel

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Enginneer-in-charge etc. complete. Tor steel

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete

Providing ,Lowering, laying & jointing in standard lengths ISI mark G.I. pipes of following class and diameter including all local taxes otroi, inspection charges, transportation to stores and conveyance from stores to site of work, cost of jointing material,labour giving satisfactory hydraulic test eighter under ground or in vertical position as directed by Engineer - in -charge etc complete. 80 mm Dia. Medium class

Subwork No 2 - Gravity Main @ Kadave Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.

Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding GST levied by GOI & GOM in all respect including transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete.PE -100 Working Pressure 90 mm dia. HDPE Pipe 6 Kg / sqm/cm.

Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler90 mm

Elbow 90 degree 90 mm

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. A) 80 mm dia G.I. Medium Class

Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 20 mm Dia. PN - 1 Single ball

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge 80 mm Medium

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 20 mm dia.Single ball air valve PN 1

Providing and supplying ISI standard C.I flanged l S & S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloadinq stackinq etc. complete. b) 80 to 300 mm dia

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.

Part 2 - Musalmanwadi Sub Work No. 3- Collecting Chamber of Village Kadave Musalmanwadi Excavation in general in soft material comprising of soft rock, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. INtake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricadding, guarding, disposing off surplus excavated stuff as within a radius of 0.5 km. as directed by Engineer - in charges, etc. complete excluding refilling. For Head Works on Nalla or any other site of GSDA for initial lift of 0 to 1.5 M

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on Nalla or any other site of GSDA for initial lift of 0 to 1.5 M

Providing  and in situ  Cement Concrete M-15 of trap/ granite I quartzite I gneiss metal for foundation   and bedding including bailing out water, form work, compaction, curing, etc. complete.

Providing  and laying in situ  Cement Concrete of trap/ granite I quartzite I gneiss metal for RCC work in foundation like raft. grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) A) For R.C.C. M - 200 grade for footing beam

B) For R.C.C. M - 200 grade for vertical wall

Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (Including cost of binding wire) Tor steel

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Enginneer-in-charge etc. complete. Tor steel

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete

Providing ,Lowering, laying & jointing in standard lengths ISI mark G.I. pipes of following class and diameter including all local taxes otroi, inspection charges, transportation to stores and conveyance from stores to site of work, cost of jointing material,labour giving satisfactory hydraulic test eighter under ground or in vertical position as directed by Engineer - in -charge etc complete. 80 mm Dia. Medium class

Subwork No 4 - Gravity Main @ Musalmanwadi Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.

Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding GST levied by GOI & GOM in all respect including transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete.PE -100 Working Pressure 90 mm dia. HDPE Pipe 6 Kg / sqm/cm.

Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler90 mm

Elbow 90 degree 90 mm

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. A) 80 mm dia G.I. Medium Class

Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 20 mm Dia. PN - 1 Single ball

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge 80 mm Medium

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 20 mm dia.Single ball air valve PN 1

Providing and supplying ISI standard C.I flanged l S & S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloadinq stackinq etc. complete. b) 80 to 300 mm dia

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.

Sub Work No. 5 - Distribution System @ Musalmanwadi Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.

Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). a) 75 mm dia PVC 4 Kg/sqcm

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect in- cluding inspection charges, transportation to stores, etc. complete Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below 65 mm dia GI Pipe Medium

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia PN 1

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. a) 200 mm dia 'NP-III' Class

Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). PVC 140 mm 4 Kg pipes

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge

Lowering, laying and jointing in position &Hydraulic testing following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 125 mm dia SV PN 1

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985. 200 mm dia NP III pipe

Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

Providing and supplying ISI standard C.I flanged l S & S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloadinq stackinq etc. complete. b) 80 to 300 mm dia.

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.

Part 3 : - Harijanwada Sub Work No. 6- Collecting Chamber of Village Kadave Harijanwada Excavation in general in soft material comprising of soft rock, soft murum, sand, hard murum with boulders in wet or dry condition for Head Works i.e. INtake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricadding, guarding, disposing off surplus excavated stuff as within a radius of 0.5 km. as directed by Engineer - in charges, etc. complete excluding refilling. For Head Works on Nalla or any other site of GSDA for initial lift of 0 to 1.5 M

Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on Nalla or any other site of GSDA for initial lift of 0 to 1.5 M

Providing  and in situ  Cement Concrete M-15 of trap/ granite I quartzite I gneiss metal for foundation   and bedding including bailing out water, form work, compaction, curing, etc. complete.

Providing  and laying in situ  Cement Concrete of trap/ granite I quartzite I gneiss metal for RCC work in foundation like raft. grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) A) For R.C.C. M - 200 grade for footing beam

B) For R.C.C. M - 200 grade for vertical wall

Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (Including cost of binding wire) Tor steel

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Enginneer-in-charge etc. complete. Tor steel

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete

Providing ,Lowering, laying & jointing in standard lengths ISI mark G.I. pipes of following class and diameter including all local taxes otroi, inspection charges, transportation to stores and conveyance from stores to site of work, cost of jointing material,labour giving satisfactory hydraulic test eighter under ground or in vertical position as directed by Engineer - in -charge etc complete. 80 mm Dia. Medium class

Subwork No 7 - Gravity Main @ Harijanwada Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.

Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.

Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding GST levied by GOI & GOM in all respect including transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete.PE -100 Working Pressure 90 mm dia. HDPE Pipe 6 Kg / sqm/cm.

Providing and supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler90 mm

Elbow 90 degree 90 mm

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. A) 80 mm dia G.I. Medium Class

Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 20 mm Dia. PN - 1 Single ball

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge 80 mm Medium

Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 20 mm dia.Single ball air valve PN 1

Providing and supplying ISI standard C.I flanged l S & S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloadinq stackinq etc. complete. b) 80 to 300 mm dia

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.

Sub Work No.8 - Proposed RCC GSR of 20000 ltr Cap. @ Harijanwada Designing ( aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. Of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm. thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including expoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 m. all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangedment consisting of C I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside , C I. manhole frame and cover, water top slab, B B, masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paint to all exposed surface of structure including roof surface etc.complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for under ground portion of the structure. For 20000 Lits. Notes :- 1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 5) The G.S.R. I Sump above 15 lakh litres capacity shall be in two compartment. 6) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer- in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%. 7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. 8) For pipe diameters upto 300 mm only Cl pipes and Cl specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside. 9) Cost of pump house is not included in these rates. 10) Above rates are applicable for Seismic Zones 2 3 and 4. 11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumos.

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores, etc. complete 80 mm dia GI Pipe Medium

80 mm Dia. Sluice Valves

Sub Work No. 9 - Distribution System @ Harijanwada Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete.,

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete.by all means.

Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete.

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). a) 75 mm dia PVC 4 Kg/sqcm

Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect in- cluding inspection charges, transportation to stores, etc. complete Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below 65 mm dia GI Pipe Medium

Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading,stacking excluding GST levied by GOI & GOM in all respect etc. complete. 65 mm dia SV PN 1

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST levied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988. a) 150 mm dia 'NP-III' Class

Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint). PVC 75 mm 4 Kg pipes

Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge 65 mm dia.

Lowering, laying and jointing in position &Hydraulic testing following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 65 mm dia SV PN 1

Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineer- in-charge (For all class of pipes.) as per IS- 783-1985. 150 mm dia NP III pipe

Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg)

Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.

Providing and supplying ISI standard C.I flanged l S & S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloadinq stackinq etc. complete. b) 80 to 300 mm dia.

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete.

Subwork No 10 :- RUNNING THE SCHEME (FOR ONE MONTH) Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. a) For single village ( One Month ).

Add GST 12%