|
| 1 | Provision & Installation of Solar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly.(a)The PVC Modules should be mounted on hot dip galvanized metallic structure of adequate strength &appropriate design.(b)Components &parts used in the solar pumping system including the metallic structure (MS)should confirm to the BIS(c)The rates are pumping system includes compressive maintenance contract for 5 years . During CMC period the contractor has to visit the installation on quality basis and also on intimation of Defect from user . During CMC Contractor shall have to repair /replace the parts found defective due to manufacturing defect free of cost.(d)Max-m shut off head 120.00meter.(e)Discharge 5000liters per day for 90.00m Dynamic head(f)Cable 2.5mmx3core as per IS 694(g)Control panel suitable for above pumpset with arrangement of dry run protection ,sensor, float switch &rain preventive box etc.(h)Lighting arrestor.(i)Controller for censer for over flow and dry bore. |
| 2 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by thedrawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed |
| 3 | Supplying all labours, tools & equipments for dismnatling of head and water tank asseby and taking out 32 mm dia old G.I. pipe, connectiong Road, clylinder assembly the dismnatled components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I. |
| 4 | supplying all materials, labours and fixing IM-II hand Pump with all accessories all complete job as per direction of E/I including carriage of materials. (SOR DWSDPage No.- 66-137) |
| 5 | Supplying all tools equipments and labour and lowing 32 mm dia medium quality G.I. Pipe in drilled T/W in 3 Mtrs. Length all complete as per dirctionE/I including carriage of materials. (SOR DWSDPage No.- 66-135) |
| 6 | Supplying all tools, labour for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/Iincluding carriage of materials. (SOR DWSDPage No.- 66-136) |
| 7 | Supplying ISI marked special Water Tank Assembly Mark-II (G.I.) conforming to IS 15500/2004 with latest revisions suitable for dual water supplyarrangement. (SOR DWSDPage No.- 41- 66(a)) |
| 8 | Supplying ISI marked C.I. Cylinder assemble complete set for Mark-II conforming to IS 15500/2004 with latest revisions. (SOR DWSDPage No.- 41-70(a)) |
| 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 | Providing T.M.T. Reinforcement of following dia Rods as per approved design and drawing including carriage of M.S. Rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building 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 complete as 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 as per detailed design and drawing or as directed by Engineer- in-charge, including cutting fabricating, hoisting, erecting and fixing in position, making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc complete. (DSR 10.16.1) |
| 27 | (5) Estiamte of platform & stand postEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all 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 as per building specification and direction (5.7.2) |
| 33 | Providing 1.5mm cement punning curing, carriage of water with all leads and lifts of water, scaffolding taxes and royalty all complete as per 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 Please Enable Macros to View BoQ information |
