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| 1 | 1.Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect. Note 1. Erection and dismantling of boaring plant including all arrangment for the transportation of the boaring equipment to site of work from the store of contractor at site and back are to be made by contractor at his own cost. All rates should be quoted for supplying the material at site of work. Pits for collection of water and water for drilling tubewell be arranged by the firm/ contractor at site at his own cost and levelled after the completion of work. Note 2. In payment of bore shall be made upto the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whihever is less) requred for sustaining the main bore. |
| 2 | Boring with 200mm id Housing Pipe |
| 3 | Upto 150 m depth BGL. |
| 4 | Supplying, lowering of MS Pipe as per IS:4270-2001 including MS sockets having dimensions as per IS code duly welded with MS electrode to have extra strength to lower the pipe into tubewell bore. |
| 5 | 150mm nominal diameter (weight 21.6 kg per metre) 5.4 mm thickness |
| 6 | Supplying, Fixing & lowering of Stainless Steel Cage type wire wound screen as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore. |
| 7 | 150mm Steel Strainer (slot size 0.15/0.20mm) 5.0 mm thickness |
| 8 | Supplying, Fixing & lowering of Stainless Steel Socket as per IS:8110-2000 or latest ISI marked Duly welded with suitable grade S.S welding electrode.to lower the strainer into tubewell bore complete in all respect. |
| 9 | 150mm internal diameter |
| 10 | Supplying, lowering & fixing of M.S Special socket to connect S.S Strainer to M.S Pipe duly welded with suitable grade welding electrode complete in all respect. |
| 11 | 150mm internal diameter |
| 12 | Supplying & fixing of M.S Clamp of size 150mm X 12mm made out of MS Flat 1.52m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect. |
| 13 | Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore. |
| 14 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. |
| 15 | 150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness |
| 16 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 17 | 150mm internal diameter |
| 18 | Development and Stabilizing of the tubewell with air compressor of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 19 | Capacity of Air compressor 300 cfm at 250 PSI |
| 20 | Development and Stabilizing of the tubewell with submersible pump of required capacity as directed by the engineer-in- charge including cost of tools, appliances & consumable to the satisfaction of Engineer-in-charge. |
| 21 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 22 | Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide etc.) |
| 23 | Sterlization of TW as per IS 2800:2019 |
| 24 | Constructing OHSR one No RCC OHSR of 15 KL (15000 litres) Capacity with sill level not less than 13.00m height upto FSL 15.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightening conductor and aluminium ladder inside OHSR and M.S. Ladder outside tank complete as described. Providing and fixing DI K-9 D/F expansion joints, bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 9523 and C.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes & overflow, DI double flanged pressure pipes DI K-9 horizontally as per IS 8329-2000 and latest duly ISI marked from bottom dome to duck foot bend and further up to 2.75 mtr as per detail specification. TMT steel of approved make & painting of all external surface. Providing and applying integral crystalline slurry of hydrophillic in nature for water proofing management etc. for vertical and horizontal surfaces and swellable type water stop tape complete in all respect. (Note:- The specifications & drawing are based on safe bearing capacity of soil not less than 8.75 tone per sqm. In case the safe bearing capacity of Soil is less than 8.75 tone per Sqm. than The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The difference in quantities from the standard drawing based on 8.75 tone per sqm safe bearing capacity will be paid as per CSR+ Prevailing Ceiling Premium including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with brick masonry toe wall with 40 mm thick CC 1:2:4 on top cover, 100 mm thick CC 1:8:16 & inside earth filling including overflow scour haudi complete in all respects. (all including carriage) |
| 25 | \\"Providing, Stringing out PVC pipes 10 kgf/ Providing, laying, fixing & jointing of PVC pipe as per ISI-4985 (ISI Marked with Prior approval of Engineer in- Charge ) along the tranches and laying the same in tranches to correct alignment and gradients , cutting, jointing & testing complete as per specifications. for more than 3 mtr. Street width Complete in all respect. (Mechanically ) (10kgf/ cm2) Pressure. Rising Main 90 mm o/d PVC pipe\\" |
| 26 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). |
| 27 | Class PN-1 as per ISI |
| 28 | 80mm i/d Sluice Valves flanged |
| 29 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 30 | Size 0.9 m. x 0.9 m. |
| 31 | Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) B- Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. |
| 32 | 20mm i/d |
| 33 | Providing, Laying , fixing & jointing of uPVC. Pipes & specials 6kg/sqcm Type A as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including cost of earth work in excavation & back filling as per analysis A 14 complete in all respects. (By Mechanically excavaton) For 63 mm o/d PVC Pipe |
| 34 | Providing, Laying , fixing & jointing of uPVC. Pipes & specials 6kg/sqcm Type A as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including cost of earth work in excavation & back filling as per analysis A 14 complete in all respects. (By Mechanically excavaton) For 75 mm o/d PVC Pipe |
| 35 | Providing, Laying , fixing & jointing of uPVC. Pipes & specials 6kg/sqcm Type A as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including cost of earth work in excavation & back filling as per analysis A 14 complete in all respects. (By Mechanically excavaton) For 90 mm o/d PVC Pipe |
| 36 | Providing, Laying , fixing & jointing of uPVC. Pipes & specials 6kg/sqcm Type A as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including cost of earth work in excavation & back filling as per analysis A 14 complete in all respects. (By Manual excavation) For 63 mm o/d PVC Pipe |
| 37 | Providing, Laying , fixing & jointing of uPVC. Pipes & specials 6kg/sqcm Type A as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications including cost of earth work in excavation & back filling as per analysis A 14 complete in all respects. (By Manual excavation) For 75 mm o/d PVC Pipe |
| 38 | Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.(63mm o/d Pipe) |
| 39 | Dismantling of Cement concrete road with 50mm to 75mm thick C.C 1:2:4 and making good the same to its original condition complete in all respects |
| 40 | Dismantling of metallic road with bituminous course 50 to 75mm thick C.C. 1:8:16 complete in all respects |
| 41 | Dismantling and Restoration of Interlocking Tile as per analysis attached. (for 63 o/d PVC pipe) |
| 42 | Dismantling and Restoration of Interlocking Tile as per analysis attached. (for 90 o/d PVC pipe) |
| 43 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer in-charge). |
| 44 | A) Class PN-1 as per ISI |
| 45 | a) 80mm i/d Sluice Valves flanged |
| 46 | Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. |
| 47 | b) Size 0.9 m. x 0.9 m. |
| 48 | Making proposed water connection to house hold upto wall with providing, laying, jointing, testing MDPE & G.I pipe line 15 mm i/d ( (2.0 m MDPE & 2.5 m G.I vertical = 4.50 m) including cost of specials such as tees, bends, sockets, elbow etc. cutiing, threading and testing in trenches in the group and ISI marked 15 mm i/d GM ferrule as per IS: 2692 and 3\\" i/d clamp with c.i.cock 15 mm i/d as per IS: 210 with stainless steel spindle of approved make complete. |
| 49 | Providing, installing, testing & commissioning one no. Electrically actuated, diaphragm operated, Metering system, chemical dosing Chlorinator, suitable for delivering 0.5 to 0.6 litres of bleching powder solution/ sodium hypo solution per hour under maximum delivering pressure upto 7 kgcm^2 and suction lift not less than 1.5m as per DWSS standard Specification. |
| 50 | Construction of Pump Chamber size 3.05mx3.70 m & one toilet set having plinth area including cost of electric wiring & sanitary installations as per standard design (Drawing D-2 & Analysis A-4) complete in all respects including one toilet set |
| 51 | Providing & Installing Testing & Commissioning of One No. Electrically driven Submersible Pumping set of reputed Make capable of delivering 82 LPM against a head of 45.00 mtr with electric motor 2.00 BHP complete in all respect as per standard Specifications. |
| 52 | PVC INSULATED FR COPPER CONDUCTOR CABLES: Supply and erection of PVC insulated FR single core Unsheathed copper conductor cable (ISI marked) suitable upto 1100 volts grade confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 53 | Supply and erection of PVC insulated PVC sheathed (3 core) round flexible wire with copper conductor (FR) cable (ISI marked) confirm to IS:694/1990 left bare in pipe or casing of suitable size complete in all respect as desired by the Engineer-in-charge:- |
| 54 | Overall size 2.5sq.mm (50/0.25mm), 3Core |
| 55 | Prov. & Fixing of Panel Board consisting of electric appliances such as D.O.L Starter, Main Switch, VM, Ampere Meter, ELCB, Shunt Capacitor, Single Phase preventer, Indicating Lamps, Kit-Kat etc. complete in all respects. |
| 56 | Suppling, lowering of 40 mm dia double flanged coloumn pipe ISI marked as per (IS-1239) including cost of special such, socket, cutting threading and welding etc. |
| 57 | Providing and installing 80 mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I Bends, Tail Piece Tees etc.. inside the pump chamber as per standard design complete in all respects as Annexure A12 – 1 & Drawings D-12 & D-17 (Analysis Attached) |
| 58 | CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m) excluding cost V-notch as per standard design & drawings of public health department. |
| 59 | Providing & fixing G.I. Barbed wire 3 ply fencing around the head works site in three rows complete in all respects including cost of winding wire & aluminum painting complete in all respects as per standard Drawing D-6 & 8 (as per Analysis A-6) |
| 60 | Providing & fixing angle iron pickets with angle 40mm x40mm x 6mm including cost of concrete block & painting complete in all respects as per standard Drawing D-8 & (as per Analysis A-6). |
| 61 | Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-7 & Analysis A-7 |
| 62 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-3 & Analysis A-3. |
| 63 | Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing with including D-4 & Analysis A-4 complete in all respects |
| 64 | Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-7 & Analysis A-10. |
| 65 | Providing & fixing MS Sign Board as per standard size of DWSS as per analysis A-24 & Drawing D-20 |
| 66 | Provision for one way stand post with Khura at water works site complete in all respects. |
| 67 | Carriage of material such as Bajri & Sand upto lead 100km (Qty. as per Consumption sheet attached) |
| 68 | Grassing of grounds with doob grass including uprooting rank vegetation and weeds by digging the area to a depth of 15 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, mixing fertilizer, rough dressing and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts, planting grass roots in rows 10 cm apart in both directions, watering, weeding and maintenance till turf is formed |
| 69 | Planting seedlings including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of seedlings at 20cm distance from plant to plant and row to row. |
| 70 | Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. |
| 71 | Planting seasonal flower in beds |
| 72 | Planting Rose beds including digging of beds to 15 cm depth and mixing FYM, fertilizer and insecticides, triangular planting of sapling at 60cm distance from plant to plant and row to row. Please Enable Macros to View BoQ information |
