|
| 1 | (1) Deep Boring & Installation Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig, air compressure and equipments as well as fule, lubricants and cost of transportation of rig machine annd other vehical up to Site. (DW&SD Page no-130 (Sl. No-119) Item no.-M1035)(a) From 0.00 M to 50.00 M below G.L. |
| 2 | (b) From 51.0 M to125.00 M |
| 3 | Supplying, assembling, lowering and fixing in vertical position in bore well, un-plasticized PVC medium well casing (CM) pipe of required dia, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia. (D.S.R. Item No. 23.3.2) |
| 4 | Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by \"V\" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge (DSR/23.12) |
| 5 | Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS : 2800 (part I) including necessary bolts & nuts of requried size complete. 200 mm clamp. (DSR/23.14.2) |
| 6 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe withclamps at 1.00 m spacing. This includes jointing of pipes & fittingswith one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Excluding GST) 32 mm nominal outer dia Pipes. (DSR/18.8.4) |
| 7 | (2) Provision of 1.0 HP DC Solar Motar pump set/water storage tankProvision&InstallationofSolarPoweredsubmersible Autorun&StopDCPumpMotor(900Wp)ofstainless steelsuitableforminimum125mmx115mm borewell operatinghead60.00mdischarge rateminimum2000 LPH withloweringupto57.00msuitable diaHDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP)mountedonsteelstructureforstoragewater tank (5.00mhigh)in a suitable direction to optimize panel usesandwithstandthewindpressureupto200Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar powerincluding5yearswarrantyagainstdefectsin materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly. |
| 8 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by the drawingdownwaterfromthewell/profilebelow normal/subsoilwaterleveluptofulldepthriseis recordedthenormalwaterlevel/subsoilwater level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recordedpriortothetestincludingcostofall materials, Over Load, Labours etc complete as directed. |
| 9 | Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION (SOR DWSD Page No.- 31- M079) |
| 10 | (3) Civil WorkEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (5.1.1) |
| 11 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item-B) (5.1.2) |
| 12 | Filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)(5.1.7) |
| 13 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 14 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 15 | Providing P.C.C.M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/l. (5.3.1.2) |
| 16 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 17 | Centering and Shutering including strutting propping etc.and remove all(Foundation, Footing bases of Column etc for mass concrete) (5.3.17.1) |
| 18 | Centering and Shutering including strutting propping etc.and remove all(Column, Pillers, Piers and abutment etc) (5.3.17.6) |
| 19 | Centering and Shutering including strutting propping etc.and remove all(Lintel, Beams, Plinth Beam and Girders etc) (5.3.17.5) |
| 20 | ProvidingT.M.T. Reinforcementoffollowing dia Rods as perapproved designand drawing includingcarriage of M.S. Rods of (Straightorin coils)to worksite, cutting, bendingandbinding with annealedwirewithcostofwireremoval ofrustplacingtherods in position all complete as perbuilding specification and direction and direction of E/I. (5.5.5b) |
| 21 | Providing 12mm cement plaster(1:6)with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all completeas per building specification and direction of E/I. (5.7.3) |
| 22 | Carriage of MaterialSand From (Lead 1+25 Km.(P)) |
| 23 | Bricks from (Lead (1+14) Km.(P)) |
| 24 | Stone Chips From (Lead 30 Km.(P)) |
| 25 | Cement+Steel From(Lead 15 Km.(P)) |
| 26 | (4) Construction of Galvanized Tubular Steel Structure for HDPE Water storage Tank & Panel Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc asperdetaileddesignanddrawingorasdirectedbyEngineer-in-charge, includingcuttingfabricating, hoisting,erectingandfixinginposition, makingriveted/bolted/weldedconnectionsandonecoatofanticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing andapplyingmaterials&labourforhotdipgalvanizingofabovestructure includingtransportationforgalvanizingminimumthickness80microns(Net wt.ofcomponentstobeGalv)preferablyTATAstructuralsectionetc complete. (DSR 10.16.1) |
| 27 | (5) Estiamte of platform & stand postEarth work in excavationin foundation trenches in ordinary soil (videclassificationof soil item B) and disposal of excavated earth as obtainedto adistanceupto 50 M. including all lifts, levelling, rammingthe foundationtrenches, removing roots of trees, shurbsall complete as per approved design, building specification and direction of E/I. (3.1.1.1 DWSD) |
| 28 | Providing coarse clean Sand in Filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including\" cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). (5.1.10) |
| 29 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. (5.6.3) |
| 30 | Providing 75B work in CM(1:6) in foundation and Plinth with approved quality of cean coarse sand of F.M 2 to 2.5 including provding 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing taxes and royalty all complete job as per specification and direction of E/I all complete job. (5.2.6) |
| 31 | Providing R.C.C. M - 200 with nominal mix of (1:1.5:3)with approved quality of stone chips 20 mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/l. (5.3.2.1) |
| 32 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.2) |
| 33 | Providing 1.5mm cement punningcuring, carriage of water with all leads and lifts of water, scaffolding taxes and royalty all complete asper building specification and direction(5.7.11) |
| 34 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as per standard specifications and direction of E/I.(i) 50 mm dia GI Pipe (Medium) (Wall) (M193 PG 31) |
| 35 | (ii) 15 mm dia GI elbow(3.1.13.1.a) |
| 36 | (iii) 15 mm dia GI nipple (3.1.13.4.a) |
| 37 | (iv)15 mm dia GI socket(3.1.13.8.a) |
| 38 | (vi) 15 mm dia brass bib cock(weight not less than 400gms) (M923 PG 31) |
| 39 | Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line (3.1.20(a) |
| 40 | Carriage of Material Sand (Lead 1+25 Km.(P)) |
| 41 | Brick (Lead (1+14) Km.(P)) |
| 42 | Stone Chips(Lead 30 Km.(P)) |
| 43 | Cement + Rod(Lead 15 Km.(P)) |
| 44 | Singh Board and Photograph |
| 45 | Goods & Service Tax (G.S.T. 18%) |
| 46 | 1% Labour Cess |
