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| 1 | ITEM NO 2Excavation 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(8) Lift 10.50 to 12.00 m |
| 2 | (9) Lift 12.00 to 13.50 m |
| 3 | (10) Lift 13.50 to 14.50 m |
| 4 | ITEM NO : 3Providing 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. |
| 5 | ITEM NO : 4Dewatering 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. completea) Dewatering for Percolation well |
| 6 | ITEM NO 5Horizontaal boring |
| 7 | SUBWORK NO 2 : PUMPING MACHINERY Item No. 1 Providing erecting and giving test of submersible pump set confirming to IS. 8034 and motor confirming to I.S. 9283 with water proof binding pump shall be suitable for various delivery head and discharge with stainless steel shaft motor suitable for working on 415 10% 3 ph 50 Hz A.C. supply with cable gurad thrust carbon fiber bearing to with stand entire hydrulic thrust .the pump set shall be suitable for direct coupling with suitable saction stainer pump should have suitable discharge outlet as per manufacture design antithrust stream non retun valve shall be provided with the pump 3 m submersible copper conductor cable in single / double run 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump Submersible pump 3.0 HP with errection |
| 8 | Item No. 2Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.C. Submersible/centrifugal pump set up to 20 HP consisting of Star Delta starter having relay range 13-21 Amp, S.P.P., Combined ammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proofenclosure with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase imbalance etc. |
| 9 | Item No. 3A) Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm |
| 10 | B) Providing and erecting P.V.C. armoud cable 1100V grade with ISI mark 3.5 core Solid / standard aluminium conductor with 6 mm thick 25 mm width m.s.. Spacer with G.I. Earth wire 6 Sq. mm complete erected on wall / on Pole with 25 X 3mm M.S. Clamp in provided trench in an approved manner 4 Core 10 Sq. mm |
| 11 | Item No. 4 Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material50 mm. Dia |
| 12 | Item No. 5 Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main100 mm. Dia |
| 13 | Item No. 6 Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium 15 mm. Medium Providing L.L joint |
| 14 | Item No. 7Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in ChargeG.I Pipe specials |
| 15 | Item No. 8 Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984) 50 mm dia P.N. 1 with fixing |
| 16 | Item No. 9 Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete. 50 mm dia P.N. 1 with fixing on delivery side |
| 17 | Item No. 10 Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete80 mm dia Joint |
| 18 | Item No. 11 Providing earthing with Galvanized cast ironearth plate size 60 x 60 x 0.6 cm complete withall materials, testing & recording the results asper specification No. EA-EP |
| 19 | Item No. 12:- Providing and supplying internal elactrification to switch room etc. comp. |
| 20 | Item No. 13 Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board |
| 21 | Item No. 14Providing tools with tool box etc complete |
| 22 | SUBWORK NO 3 :RISING MAIN 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 GI & GOM in all respect etc. complete.A) 90 mm Dia HDPE 6 kg/sq.cm pipe |
| 23 | 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.b) 65 mm dia. GI MD pipe |
| 24 | Item No. 3Providing and supply HDPE specials suitable for HDPE pipe of 8 kg/sq.cm … etc complete.3 % cost of pipes |
| 25 | Item No.4Providing 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.300 mm RCC NP-III, Collar Joint |
| 26 | Item No. 5Providing 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. complete65 mm dia for washout Valve & Branch Sluice Valve(PN 1) |
| 27 | 15 mm dia Single Ball Flanged Air Valve PN 1 |
| 28 | LabourItem No. 1Excavation 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. completeIn soils of all type |
| 29 | Item No. 2Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of50 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 excluding backfilling, etc. complete.In Hard Murum |
| 30 | Item No. 3Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete.In Soft Rock |
| 31 | Item No. 4Excavation 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 |
| 32 | Item No. 5Filling in plinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. completeMurum Bedding |
| 33 | Item No. 6Lowring laying and jointing with HDPE pipes & specials of following class & diameter including cost of conveyance from stores to site of works including cost of all labour materials excppect cement solvent … etc completeA) 90 mm Dia HDPE 6 kg/sq.cm pipe |
| 34 | Item No. 7Lowring laying and jointing with GI pipes & specials of following class & diameter including cost of conveyance from stores to site of works including cost of all labour materials excppect cement solvent … etc completeb) 65 mm dia. GI MD pipe |
| 35 | Item No. 8Hydraulic testing of HDPE pipe line to specificed pressure ,, etc completeA) 90 mm Dia HDPE 6 kg/sq.cm pipe |
| 36 | Item No. 9Hydraulic testing of GI pipe line to specificed pressure , etc completeb) 65 mm dia. GI MD pipe |
| 37 | Item No. 10Lowering, 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.)65 mm dia for washout Valve & Branch Sluice Valve(PN 1) |
| 38 | Item No. 11Lowering, 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)15 mm dia Single Ball Flanged Air Valve PN 1 |
| 39 | Item No. 12Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge As above of 09 x 06 m internal size depth upto 1.2 m with precast RCC slab cover |
| 40 | Item No. 13Providing 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 |
| 41 | Item No. 14Providing 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 completeM:150 |
| 42 | Item No. 15Refilling 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. completeRefilling |
| 43 | SUBWORK NO 4 : RCC ESR Item No. 1Designing (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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, 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, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.NotesThe design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920/ 1993 for seismic force and I.S. - 11682/ 1985 for R.C.C. staging of overhead tanks.For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.The entire structure shall be in M-300 mix only.Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.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 stretch at shallow depth, extra provision of dewatering shall be made as per site condition.All conditions given in the MemberSecretary'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.75% part rate shall be payable for reinforcement concrete 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.The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto5 M beyond outer face of outermost column.For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount oflumpsum item of ESR. For extra itemdue to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate 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.The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below12 to 16 M staging - 2% per metre16 to 20 M staging - 3% per metre20 M and above - 4% per metreFor 17 M staging height, percentage calculation will be like below :12 to 16 M --- 4 x 2 = 8%16 & 17 M --- 1 x 3% = 3% Total = 11%For 21 M staging height, percentage calculation will be like below :12 to 16 M --- 4 x 2 = 8%16 to 20 M --- 4 x 3% = 12%20& 21 M --- 1 x 4% = 4% Total = 24%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 CSR).Rates for RCC GSRs and SumpsA) Capacity 73000 Lits ESR 12 m stagging |
| 44 | 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.A ) GI D/F Pipesinlet & overflow -65 mm Dia. |
| 45 | Outlet - 65mm Dia. |
| 46 | B) CI Specials80 mm to 300 mm |
| 47 | Item No. 3Providing 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. completeC) CI / DF Sluice Valve65 mm dia PN 1 |
| 48 | Item No. 4Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles (50mmx50mmx6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing postin cement cocnrete 1:4:8 of size 45x45x45 cm fastening the wire and painting the M.S.Angles with one coat of redlead primer and two coats of painting etc. complete. |
| 49 | Item No. 5Providing and fixing mild steel grillgate with angle iron frame 65mmx65mmx10mm with iron barsat 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt. |
| 50 | SUBWORK NO 5 : DISTRIBUTION SYSTEM Item No.1Providing 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).75 mm dia PVC 4Kg/cm2 |
| 51 | 90mm dia PVC 4 Kg/cm2 |
| 52 | 110 mm dia PVC 4 Kg/cm2 |
| 53 | 140 mm dia PVC 4 Kg/cm2 |
| 54 | 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.For Road, Canal & Nala Crossing65 mm Dia. GI(MD) class pipes |
| 55 | 80 mm Dia. GI(MD) class pipes |
| 56 | 100 mm Dia. GI(MD) class pipes |
| 57 | Item No. 3Providing and supply PVC specials suitable for PVC pipe of 4 kg/cm2 … etc complete10 % cost of pipes |
| 58 | Item No. 4Providing 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.300 mm RCC NP-III, Collar Joint |
| 59 | Item No. 5Providing 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. complete65 mm dia PN 1, without by pass arrangement |
| 60 | 80 mm dia PN 1, without by pass arrangement |
| 61 | 100 mm dia PN 1, without by pass arrangement |
| 62 | LabourItem No. 1Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard 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(A)Soil |
| 63 | Item No. 2Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated materialupto 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 excluding backfilling, etc. complete. (BdA-3/259)(B)Hard Murum |
| 64 | Item No. 3Excavation 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. completeSoft rock |
| 65 | Item No. 4Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blastingincluding 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 byEngineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259)Hard rock |
| 66 | Item No. 5Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. completeMurum bedding |
| 67 | Item No. 6Lowering laying and jointing with PVC pipes & specials of following class & diameter including cost of conveyance from stores to site of works including cost of all labour materials expect cement solvent … etc complete75 mm dia PVC 4Kg/cm2 |
| 68 | 90mm dia PVC 4 Kg/cm2 |
| 69 | 110 mm dia PVC 4 Kg/cm2 |
| 70 | 140 mm dia PVC 4 Kg/cm2 |
| 71 | Item No. 7Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to sites, all labour, etc complete.65 mm Dia. GI(MD) class pipes |
| 72 | 80 mm Dia. GI(MD) class pipes |
| 73 | 100 mm Dia. GI(MD) class pipes |
| 74 | Item No. 8Hydraulic testing of PVC pipe line to specificed pressure , etc complete75 mm dia PVC 4Kg/cm2 |
| 75 | 90mm dia PVC 4 Kg/cm2 |
| 76 | 110 mm dia PVC 4 Kg/cm2 |
| 77 | 140 mm dia PVC 4 Kg/cm2 |
| 78 | Item No. 9Hydraulic testing of G.I. pipe line to specificed pressure ,, etc complete80 mm Dia. GI(MD) class pipes |
| 79 | 80 mm Dia. GI(MD) class pipes |
| 80 | 100 mm Dia. GI(MD) class pipes |
| 81 | Item No. 10Lowering, 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.)300 mm RCC NP-III, Collar Joint |
| 82 | Item No. 11Labour 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 |
| 83 | 80 mm dia PN 1, without by pass arrangement |
| 84 | 100 mm dia PN 1, without by pass arrangement |
| 85 | Item No-12Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge A) As above of 0.90 x 0.60 cm internal size depth upto 1.2 m with precast RCC slab cover |
| 86 | Item No. 13Providing 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. complete225 mm x 300 mm (40 kg) |
| 87 | Item No. 14Providing 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 completePCC M:150 |
| 88 | Item No. 15Refilling 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. completeRefilling |
| 89 | Item No. 16Providing & marking solid support for FHTC (Functional Household Tap Connection) with c.c. stand in c.c. 1:3:6mix base platform size 1.10 x 0.20 deep wailing with 110 mm dia. X 0.65m + deep stand in c.c. 1:3:6 as per drawing including centering, curing, finishing etc. completed painting in oil paint in various colours as per directed by engineer inchagre. |
| 90 | SUBWORK NO 6 : Rcc Cattle Trough Item 1: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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M Excavation for cattle trough |
| 91 | Excavation for connecting pipe |
| 92 | Item 2:Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete. |
| 93 | Item No.3:Filling in plinth and floors/ trenches with contractor's murum in 15cm to 20cm layers including watering and compaction complete. |
| 94 | Item No.4:Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad Rajashree, etc cement is permitted.PCC M-150 |
| 95 | Item No.5:Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, 'plywood form work,bully/steel propups propups, compaction, finishing 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)In RCC M-150 bottom slab |
| 96 | Item No.6Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gnesis metal of approved quality for RCC work as per detailed drawings and designs or as directed by including normal dewatering, centering, 'plywoodEngineer in charge formwork, bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:03 of sufficient minimum thickness 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 reinforcementIn RCC M-150Long Wall for cattle trough |
| 97 | Item No.7:Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, lintels, pardies, copings, fins, arches, etc. as pernewels, chajjas, detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire) |
| 98 | Item 8:Providing and supplying Blue MDPe pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue colour only assurance certificate from quality agencies like WRC /CIPET (India)with quality. /DVGM /KIWA /SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed.32mm dia MDPE Pipe for water supply to cattle trough |
| 99 | Item No.9:Providing, lowering, laying MDPEspecials Including tap connection etc. complete as directed.Specials required for making connctions and fittings including tap, drainage arrangement |
| 100 | SUBWORK NO 7: Miscellanous Works Item No. 1 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 |
| 101 | SUBWORK NO 8: Trial Run Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge.For single village ( for 3 months ) |
| 102 | Item No.3: Providing and fixing informatory sign board in square or rectangular of an size made out of 16 gauge(1.6) thick mild steelsheet painted with one cote of zinc chromate stoving primer and two coats green background/ massages symbols etc. and back side gry stove enamal painting including M.S. angle iron post of size 50x50 mm and 3.65 m long properly cross braced with angle iron of 50mm x 50mm x 5mm dully painted with alternate black and white bands of 25cm width including G.I. fixture etc. and fixing concrete block of size 60cm x 60cm x 75cm in 1:3:6 including transportation etc complete. (size- .9 x 1.20) |
| 103 | SUBWORK NO 10: RECHARGE SHAFT QTY FOR 6 NOS Item No.1: Drilling inwell bore of 200/150 mm dia and in hard rock of 115 mm dia etc complete.(Approved Director GSDA Pune Let. No. Avedhan/Kaksh 1/Kh. Vi.Ka/dar nishiti/1204/2012 Dt. 01/01/2013) |
| 104 | Item No.2: 2A) 150 mm dia. Borewell(reaming 200 mm dia), 180 mm PVC Casing pipe (6 Kg/cm²) (IS 4985-1988) WITH Lowering,Handelling and Grouting(Approved Director GSDA Pune Let. No. Avedhan/Kaksh 1/Kh. Vi.Ka/dar nishiti/1204/2012 Dt. 01/01/2013) |
| 105 | 2B) 180 MM PVC bore cap |
| 106 | Item No.3: Giving Recharge shaft yield test of tube well (Air lift method) and V-Notch and giving a certificate mentioning draw down level. (Approved Director GSDA Pune Let. No. Avedhan/Kaksh 1/Kh. Vi.Ka/dar nishiti/291/2012 Dt. 19/01/2012) |
| 107 | Item No.4: Misc Expenditure |
| 108 | Item No5:Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. For filter Tank 1x2.50x2.50x2.50 |
| 109 | Item No6:Providing and laying in situ following grade of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. M1502.20x2.20x0.15=0.73 |
| 110 | Item No7:Providing 2nd class B.B. masonry with conventional bricks in C.M. of following proportion in super structure including striking out joint, racking out joints, watering and scaffolding etc. complete. In C.M. 1:61x0.785x(2.46²-2.00²)x2.50=4.03 |
| 111 | Item No8:Providing cement plaster for following thickness with appropriate coat in cemnt motar in following proportins without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. 12mm thick CM 1:41x3.14x2.46x2.50=19.31 |
| 112 | Item No9:Providing and supplying PVC pipes for weep holes. (90 mm ) |
| 113 | Item No10:Providing , lowering laying and placing in position, Sand filter complete as directed by edirected by Engineer-in-charge 0.785x2.00²X2.20=6.91a) Coarse sand (from river sand at site) |
| 114 | b) fine sand (from river sand at site) |
| 115 | Item No11:Providing and fixing reinforcemnt cement concrete cover of approved quantity and make 7.50cm thick over manhole and inspection chamber including mild steel reinforcement, curing testing etc. complete. 0.785x2.46x2.46x0.1=0.48a) Reinforcement Quantity |
| 116 | b) Concrete Quantity |
| 117 | Item No12:Providing and supplying information Board 0.90x0.60 |
| 118 | Item No13: Dewatering of escavated trenches and pools water in the building trenches well works by using pumps and other devices including disposing of water to safe distences as directed engineer in charge.10x5.00x6.00=300.00 |
| 119 | SUBWORK NO 11 : FHTC CONNECTION Item No. 1 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 inA) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe With road crossing |
| 120 | Without road crossing Please Enable Macros to View BoQ information |
