Rural Development Department Tender

90 mm dia.HDPE 6 Kg/cm²

Providing And fixing ISMB 75x75x125 girder over percolation well for fixing pumping machinery and pipes assembly.

90 mm dia.HDPE 6 Kg/cm²

Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.

Providing and supplying of electro fusion fittings in accordance with BS EN -12201/Part- 3 suitable for drinking water within black/ blue colour manufactured from PE -80 / PE -100 vergin plymer and complete with PE -80 / PE -100 pipes in pressure rating SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central ,state, and municipal, inspection charges, transportation up to site of work, transit insurance, loading, unloading stacking etc complete.63 mm dia HDPE Equl Tee

Providing tools of standard make as per detail specifications.

Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-2/2 63 mm H.D.P.E.

Pure water Rising Main Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores &stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 75 mm. H.D.P.E 12.5 KG/CM2

65 mm Dia.Slvalve For Scour

75 mm dia.HDPE Elbow 90 0

Providing uncoursed rubble masonry of trap / granite/ quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete

Providing , erecting & testing Pressure gauge100 mm dia. as per detail specifications.

Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost ofall materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 65 mm. dia

Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete. PCC M 150 (for encasing GI pipe)

90 mm dia.HDPE 6 Kg/cm²

DISINFECTION ARRANGEMENT(only chlorination)

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 GOt & GOM in all respect etc. complete. 65 mm. a) Sluice valves - PN -1 (Without bye pass)

63 mm dia.HDPE Elbow 90 0

90 mm dia.HDPE Elbow 90 0

Providing , erecting & giving satisfactory test and trial of of pumping machinery and other equipments for 90 days as per detail specifications.

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 the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 M.

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 water to safe distance as directed by Engineer-in- charge ( including cost of machinery, labour fuel) etc. complete.(Bd-A-9/261)

63 mm dia.HDPE Elbow 45 0

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc.complete. (Cement 5.90 bags / cum)

Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including all taxes (Central and local), inspection charges, transport to departmental stores/site, unloading and stacking etc. complete. 150 mm dia

Providing , lowering ,laying, jointing & testing of PVC insulated flat submersible Cable as per detail specifications. 1 x 3 x 2.5 Sqmmm copper conductor

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A1/259) 63 mm H.D.P.E.

90 mm dia.HDPE Elbow 45 0

Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. 80 to 300 mm dia

Providing double flange Sluice Valve conforming for IS 2906 / 14846 including warm gear arrengements as per test pressure stainless steel spindle , caps inclding all taxes , transportation etc complete. 80 mm dia Sluice Valves PN 1.0

Sub Work No.Electrification Provision For Electrification Deposit To M.S.E.B.Deptt...Etc.Comp

Providing and supplying IStr standard CI double flanged pipes excluding CST ievied by GOI & COM in all respect including railway freight, insurance, unloading fi'om railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 80 mm Dia.C.I.D.F.Pipe

ESR AT VEHARE VILLAGE Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. 5. Plain round mild steel bars grade - I confirming to I.S,432 Part-I or high yield strengh deformed bars confirming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. 8. Stagging shall have to be designed with stresses of M-250 for ESR. However all RCC construction should be done in M-300 9. These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition. 10. All condition given in the Member Secretary"s Circular No.MJP/TS-I/350/1668 dt. 2.8.97 and MJP/S-I/350/2127 dt. 13.7.99 shall be strictly followed and additional cost, if any due to these conditions is included in the rates mentioned below. 11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete. 11.. 75% part rate shall be payable for reinforced cocnrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given ; and till that work shall be treated as incomplete. 12. The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet washout overflow and by-pass arrangement. The scope of work, however inclueds cost of erecting, laying and jointing of pipes and valvews including cost of jointing materials upto 5M beyond outer face of outermost column. 13. For ESR upto 500cum capacity C.I.D. double flanged pipes upto 300mm dia shall be provided and C.I.Specials shall be used.For ESR above 500 cum capacity C.I./M.S. pipes assembly with minimum 8mm thick ness up to 500mm dia. And minimum 10mm thickness above 500mm dia can be used with proper anti-corrosive epoxy teratment from inside and outside. 14. Below mentioned rates are for foundation, with individuals footing with bearing capacity of 30 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% wheresafebearing capacity ( SBC) is 5 M.T. per Sq.m and by 5% where SBC is more than 5 MT/Sqm. and upto 10MT/Sq.m. This percentage of 5% or 7,5% is applicable for estimation of amount of L.S. items ESR for Extra item due to change from individual footing foundation to raft actual increase in concrete and steel quantities be paid as per relevent DSR Item. 15. The rates shall be increase by 30% for brearing piles upto depth of 10m and for further increased in depth by 5M each it shall be increased by another 10% These rates are applicable where raft is not reasible for pile foundation sulfate resistant cement shall only be used. Single pile for the column is not permitted Group of piles shall be designed with pile cap for each column of ESR. 16. These rates are applicable for staging height of 12 M These rates shall be increased or decreased for per metre variation in the staging height as below 12 to 16 M staging 2% per metre 16 to 20m staging 3% per meter 20 M and abovd - 4% per metre I.e. for 17m stagging height percentage calculation will be like below 12 to16m = 4 x 2 = 8% 16 to 17 m x 1 x 3 = 3% Total = 11 % For 21 m stagging height Percentage calculation will be like below 12 to 16m = 4 x 2 = 8% 16 to 20m = 4 x 3 = 12% 20 to 21m = 1 x 4 = 4% Total = 24% 17. Following rates are for seismic zone-III for Zone-IV these rates shall be increased by 5% and for Zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones( Seismic maps attached in this C.S.R.) Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R. Note:- 2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender. 17. Following rates are for seismic zone-III for Zone-IV these rates shall be increased by 5% and for Zone-II, these rates shall be decreased by 5% concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones( Seismic maps attached in this C.S.R.) Note:- 1) Conditin from Sr.No.1 to 11 shall form a part and parcel of the tender papers and shall be included in the DTP for works of R.C.C.E.S.R. Note:- 2) Condition from Sr.No.12 to 17 are for estimation purpose only and shall not be appear in the tender. R.C.C.E.S.R.Cap.30000 Litres St.10 M.

Hydraulic testing of H. D. P. E./ M. D. P. E pipe line to specified pressure including cost of all materials and labour and water for testing forspecified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. 63 mm dia.HDPE 6 Kg/cm² The rate under this item shall also include cost of retesting, if necessary and reinstating to original positon

Labour section. Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft and murum, including removing the excavated material upto a distance of 50 M. and lifts as below, stacking and spreading as directed, normal dewatering preparing the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.5 M.

75 mm dia.HDPE Elbow 45 0

Hydraulic testing of HDPE double wall corrugated pipe for non pressure underground line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position 63 MM DIA HDPE PIPE

Lowering laying and jointing HDPE / MDPE pipes in proper position including all specials by Compression fitting / Electro fusion and But fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedres like Electro fusion machine, Electric mirror / heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer in charge as per IS-7634 Part II. 63 mm dia.HDPE 6 Kg/cm²

90 mm dia.HDPE Reducers

Providing and fixing in steel reinforcement for slab

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 GOt & GOM in all respect etc. complete.

75 mm dia.HDPE 6 Kg/cm²

Distribution System :-Materail Section Providing and supplying in standard lengths Polyethelene Pipes conforming to IS-4984/ 14151 / 12786 /13488 with necessary jointing material like mechanical connectors , i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, conveyance to the departmental stores / site and stacking the same inclosed shade duly protecting from sunrays and rains, etc. complete. 63 mm dia.HDPE 6 Kg/cm²

Providing. erecting and giving test of electrification to pump house. as per detail specifications.

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

Lowering, laying and jointing in position following C.I. D/F Reflux 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 Sluice Valve

75 mm dia.HDPE End Caps

75 mm dia.HDPE 6 Kg/cm²

75 mm dia.HDPE Reducers

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, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes.) Collar Joints. 200 MM RCC Class ‘NP-II ’

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and

Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)

Providing first class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth including bailing out water manually, striking joints on unexposed faces, pointing with cement mortar 1:3 on exposed face and watering etc. Complete.

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

Excavation for foundation/ pipe trenches in hard rock concrete road by chiselling wedging, line drilling, by machnical means or by any other means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 M. beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding back filling etc. complete. Lift 0 to 1.5 M.

Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete.

Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12mm thick in proportion 1:1 1/2:3 including scaffolding and fourteen days curing complete.

Filling in plinth floors murum bedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction complete. Lift 0 to 1.5 M.

90 mm dia.HDPE Equal Tee

63 mm dia HDPE Elbow 90 0

Providing and fixing Country cut teak wood double or single leaf second class fully panelled door shutter with 35mm thick style and rail with 25 mm thick panels with openable fan light as per detailed drawings. Excluding the door frame 60mm x 100mm stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats. (Excluding the door frame)

ESTIMATE FOR PURE PUMPING MACHINERY Providing , erecting & giving satisfactory test of SUBMERSIBLE Pump sets confirming to IS 9079 operating at . as per detail spec2900 RPM with CI impelleretc complete H= 20 M. Q-6265 LPH 3 BHP

Providing , lowering ,laying, jointing & testing of PVC insulated Cable from transformer to panel to staRter to motor as per detail specifications. 1 x 3 x 10 Sqmm copper conductor submersible

63 mm dia.HDPE Reducers

Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete 25 mm dia. Air valve

75 mm dia.HDPE 6 Kg/cm²

Providing. erecting and giving test of G.I. Strip as per detail specifications.

Providing , erecting & testing of medium class G.I. Pipe 40 mm dia. with bends etc. for Vaccum Pump etc as per detail specification.

Providing and supplying of electro fusion fittings in accordance with BS EN -12201/Part- 3 suitable for drinking water within black/ blue colour manufactured from PE -80 / PE -100 vergin plymer and complete with PE -80 / PE -100 pipes in pressure rating SDR 11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing, all taxes related to central ,state, and municipal, inspection charges, transportation up to site of work, transit insurance, loading, unloading stacking etc complete. 63 mm dia.HDPE Equal Tee

Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 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).

Lowering laying and jointing with SBR ruber gaskets D.I. S/S pipes of various classes with DI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete. 75 mm Dia. H.D.P.E. 12.5 KG/CM2

Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.

Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete

Lowering, laying and jointing in position following C.I.D/F reflux valves, butterfly valves and sluice valves including cost of all labour jointing material including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia Sluice Valves PN 1.0

PUMP HOUSE Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for Foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)

Providing and applying washable powder distemper of approved colour and shade to old and new surfaces in one coat including scaffolding, preparing the surfaces (excluding the priming coat)etc. complete.

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete

Providing. erecting and giving satisfactory test trial of Earth Plate type earthing with funnel etc as per detail specifications. 0.6 x 0.6 x 6 with funnel with mix mesh for 9-1-3/86

Providing and fixing C.I.road box including loading,unload ing and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. Size 100 mm x 225 mm (40 kg)

63 mm dia.HDPE End Caps

Sub Work No.Trial Run Giving Test & Trial run of Scheme including necessary Establishment,Electric bill,Chemical,Raw water charges,including establishment charges...Etc.comp.

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. 63 mm H.D.P.E.

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding back filling, etc. complete. Lift 0 to 1.5 M.

Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)

63 mm dia HDPE Elbow 45 0

Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984 65 mm dia Reflux Valve

Providing , erecting & giving satisfactory test trial of Sluice Valve 80 mm dia. PN 1.0 as per detail specifications.

Providing and laying in situ, M-150 grades of cement concrete of trap / granite / quartzite /gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, etc. complete. (a) For road reinstating

Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)

Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.) a) Foundation on Murum and Harder Strat ) Foundation on Murum and HarderStrata" UPTO 150 MM