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| 1 | Percolationwell -1 :ITEM NO : 1 Desilting the Supply Well, Intake Well / Head Works,Sump of water supply / sewerage works etc. in wet or dry conditionincludingliftsupto9 Mand lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. |
| 2 | ITEM NO 2:Excavation in general in hard material comprising of soft rock, hard rock, Manjararock,etc.byblasting/ controlledblasting,chisellingas 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 (11) Lift 15.0 to 16.50 m |
| 3 | (12) Lift 16.5 to 18.0 m |
| 4 | (13) Lift 18.0 to 19.50 m |
| 5 | (14) Lift 19.50 to 20.0 m |
| 6 | ITEM NO : 3 Dewatering the excavated trenches and pools of water in the building trencehs/ pipeline trencehes, 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, fule) etc. complete. a) Dewatering for Percolation well |
| 7 | ITEM NO 4 : Horizontal Boring |
| 8 | ITEM NO : 5 Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 9 | Percolation well -2:ITEM NO : 1Excavation in general in soft material comprisingofsoftsoil,softmurum, 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 lift0to1.5Mandleadof150M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, etc. complete excluding refilling.For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M(1) Lift o to 1.50 m |
| 10 | (2) Lift 1.50 to 3.00 m |
| 11 | ITEM NO : 2Desilting the Supply Well, Intake Well / Head Works,Sump of water supply / sewerage works etc. in wet or dry conditionincludingliftsupto9 Mand lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Lift 9 |
| 12 | ITEM NO : 3 Excavation in general in hard material comprising of soft rock, hard rock, Manjararock,etc.byblasting/ controlledblasting,chisellingas 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 (3) Lift 3.00 to 4.50 m |
| 13 | (4) Lift 4.50 to 6.00 m |
| 14 | (5) Lift 6.00 to 7.50 m |
| 15 | (6) Lift 7.50 to 9.10 m |
| 16 | (7) Lift 9.10 to 10.50 m |
| 17 | (8) Lift 10.50 to 12.00 m |
| 18 | (9) Lift 12.00 to 13.50 m |
| 19 | (10) Lift 13.50 to 15.00 m |
| 20 | (11) Lift 15.0 to 16.50 m |
| 21 | (12) Lift 16.5 to 18.0 m |
| 22 | (13) Lift 18.0 to 18.10m |
| 23 | ITEM NO : 4 Providing and casting in situ cement concrete of grade M-150 of trap / granite / quartzite / gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing etc. complete. C.C. ( M150 ) |
| 24 | ITEM NO : 5Providing and casting in situ C.C. of trap / granite / quartizite / gneiss metal of approved quality for RCC works as per detailed drawings and design or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces wherever necessary or roughening if special finish is to be provided and curing, etc. complete (Use only of L & T, ACC, Ambuja & Birala Gold Cement)) 1)CC M:200 for Foundation For Vertical Wall concrete of Percolation wellLift 5.00 to 10.00 M |
| 25 | 2) CC M:2 00 for Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase Lift 0 to 5.00 M |
| 26 | ITEM NO : 6Providing & fixing in position steel bar reinforcement of various dia for RCC piles caps footing foundaton, slabs, beams, columns conopies, staircases, newels chajjas lintel pardies, coping fins, arches etc. as per detailed designs, drawings, and schedule, including cutting, bending, hooking the bars, binding with wire or tack welding and supporting as rrequired etc. complete (including cost of binding wire) |
| 27 | ITEM NO : 7 Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete. |
| 28 | ITEM NO : 8 Prvoding and fixing in position C.I. Dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-in-charge. |
| 29 | ITEM NO : 9Dewatering the excavated trenches and pools of water in the building trencehs/ pipeline trencehes, 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, fule) etc. complete |
| 30 | ITEM NO : 10Refilling the trenches with available exvavated 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 |
| 31 | ITEM NO : 11 Horizontal boring |
| 32 | ITEM NO : 12 Providing, and fixing 80 mm dia A.C./P.V.C. pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts.etc. complete with all leads and lifts. |
| 33 | ITEM NO : 13 Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto full depth rise in water level is recorded. The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. |
| 34 | Pumping Machinary :- ITEM NO : 1 Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof wiring, pump shall be suitable for 124m delivery head and discharge of 4.90 LPS with stainless steel shaft, motor suitable for working 415V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, straining pump should have suitable discharge outlet as per manufacturers design. Stream lined non return valve shall be provided with pump,3m submersible copper conductor cable and 2 pair of erectionclamps, 125mm width, 150mm Dia thick shall be provided with each pump.Submersible Pump 150 mm dia (with Bronze/stainless steel (CF8M) Impeller) up to 8 stages. Head 100 Mtr & Discharge -8.838 LPS, 20 B.H.P. … (4 Extra Staging) |
| 35 | ITEM NO : 2Reflux Valve :- Providing, erecting, testing & commissioning of D.F. Reflux valve of 65 mm dia PN 1.6 rating, generally conforming to IS- 5312, Part Iwith bypass arrangement as per detailed specifications |
| 36 | ITEM NO : 3Lowering, laying and jointing in position 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.)Reflux Valve |
| 37 | ITEM NO : 4 Pressure Gauge :- Providing ,erecting Pressure Gaugeglyserene gelly filled 100 mm dia as per specifications |
| 38 | RISING MAIN: MaterialITEM NO : 1 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.a) 110 mm dia. HDPE 6kg/Sq.cm pipe |
| 39 | b) 125 mm dia. HDPE 6kg/Sq.cm pipe |
| 40 | ITEM NO : 2Providing 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 32mm dia Single Ball Flanged Air Valve PN 1 |
| 41 | Labour :ITEM NO : 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete.In soils of all type |
| 42 | ITEM NO : 2 Excavationforfoundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of50Mbeyondtheareaandliftsas below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.n Hard Murum |
| 43 | ITEM NO : 3 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road includingremoving 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 backfilling etc.complete.InSoft Rock |
| 44 | ITEM NO : 4 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical 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. (Bd-A-6/259) In Hard Rock |
| 45 | ITEM NO 5:Filling in plinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete. Murrum Bedding |
| 46 | ITEM NO : 6 Lowering, Laying and Jointing H. D. P. E./M.D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electricheater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II a) 110 mm dia. HDPE 6kg/Sq.cm pipe |
| 47 | b) 125 mm dia. HDPE 6kg/Sq.cm pipe |
| 48 | ITEM NO : 7 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 for specified length including cutting, placing endcap 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.a) 110 mm dia. HDPE 6kg/Sq.cm pipe |
| 49 | b) 125 mm dia. HDPE 6kg/Sq.cm pipe |
| 50 | ITEM NO : 8 Lowering, laying and jointing in position 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 Single Ball Flanged Air Valve PN 1 |
| 51 | ITEM NO : 9 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 M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged 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.) For 220 to 400 mm dia. A)Foundation on Murum & Hard Strata |
| 52 | ITEM NO : 10 Providing and casting in situ cement concrete for CC work in M.15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete M:150 |
| 53 | ITEM NO : 11 Refilling the trenches with available exvavated 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. Refilling |
| 54 | RCC ESR ITEM NO : 1 Designing (aesthetically), and constructing RCC Elevated service reservoirs of following capacity with RCC staging consisting of columns,……………….painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. A) Capacity 79000 Lits ESR 12 m stagging. |
| 55 | Add 5% seismic zone |
| 56 | ITEM NO : 2 Providing and supplying ISI standard DI double flanged pipes including all taxes (central and local) railway freight, insurance, unloading from railway wagon to stores / site, unloading, stacking, etc complete A ) DID/F Pipesinlet & overflow -100 mm Dia. |
| 57 | Outlet - 100 mm Dia. |
| 58 | B) MS Specials 80 mm to 300 mm |
| 59 | ITEM NO : 3 Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete C) CI / DF Sluice Valve 100 mm dia PN 1 |
| 60 | 80 mm dia PN 1 |
| 61 | DISTRIBUTION SYSTEMMaterial ITEM NO : 1Providing 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 GOI & GOM in all respect etc. complete.75 mm dia PVC 4 Kg/cm2 |
| 62 | 90 mm diaPVC 4 Kg/cm2 |
| 63 | 110 mm diaPVC 4 Kg/cm2 |
| 64 | 140 mm diaPVC 4 Kg/cm2 |
| 65 | ITEM NO : 2Provding 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.65 mm Dia. GI(MD) class pipes |
| 66 | 100 mm Dia. GI(MD) class pipes |
| 67 | ITEM NO : 3 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 PN 1, without by pass arrangement. |
| 68 | 80 mm dia PN 1, without by pass arrangement |
| 69 | LabourITEM NO : 1 Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete. (A)Soil |
| 70 | ITEM NO : 2 Excavationforfoundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of50Mbeyondtheareaandliftsas below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. B) Hard Murum |
| 71 | ITEM NO : 3 Excavation for foundation / pipe trenches in soft rock, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. completec) Soft Rock |
| 72 | ITEM NO : 4 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical 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. (Bd-A-6/259) Hard rock |
| 73 | ITEM NO 5: Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete. Murrum Bedding |
| 74 | ITEM NO : 6 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).75 mm dia PVC 4 Kg/cm2 |
| 75 | 90 mm dia PVC 4 Kg/cm2 |
| 76 | 110 mm diaPVC 4 Kg/cm2 |
| 77 | 140 mm diaPVC 4 Kg/cm2 |
| 78 | ITEM NO : 7Lowering, 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..65 mm Dia. GI(MD) class pipes |
| 79 | 100 mm Dia. GI(MD) class pipes |
| 80 | ITEM NO : 8Hydraulic testing of PVC pipe 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 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 75 mm dia PVC 4 Kg/cm2 |
| 81 | 90 mm dia PVC 4 Kg/cm2 |
| 82 | 110 mm diaPVC 4 Kg/cm2 |
| 83 | 140 mm diaPVC 4 Kg/cm2 |
| 84 | ITEM NO : 9 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion 65 mm Dia. GI(MD) class pipes |
| 85 | 100 mm Dia. GI(MD) class pipes |
| 86 | ITEM NO : 10 Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete65 mm dia PN 1, without by pass arrangement |
| 87 | 80 mm dia PN 1, without by pass arrangement |
| 88 | ITEM NO : 11 Providing and fixing CI 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. 100mm X 225MM |
| 89 | ITEM NO : 12 Providing and casting in situ cement concrete for PCC work in M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete. PCC M:150 |
| 90 | ITEM NO : 13 Making cross connection to existing distributionmain of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 80 mm |
| 91 | 100 mm |
| 92 | ITEM NO : 14 Refilling the trenches with available exvavated 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. Refilling |
| 93 | TRIAL RUN \"ITEM NO : 1 Commissioning, running & maintaining the scheme to quantity, rated capacity, including managing necessary personal such as operator valveman etc. as per requirements of the scheme and who should also administer chemical dose for a period of year togather with training of personal spared by MJP / local body & handing ever the scheme to local body after completion of above period as directed by Engineer-in-charge. For single village without WTP |
| 94 | ITEM NO : 2 Providing and fixing board displaying information, such as \"Name of work,Tender cost, Name of Contractor, Work completion and liability period etc\",having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25mm)thick mild steel sheet painted with one coat of Zinc chromates to ving primer and two coats of enamel paint on front side and grey stove enamel on back side and border/messages/symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3mm frame with properly cross braced M.S. angles of size 35mm x 35mm x 3mm duly painted including Two M.S. angle iron posts of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixures etc. and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling,transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 95 | ITEM NO 3: Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in Charge. With road crossing |
| 96 | \"Without road crossing |
| 97 | GST 18% |
