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| 1 | Tube well |
| 2 | Drilling of 500mm dia bore with Reverse Rotary Rig in all kind of soil including the cost the consumable stores, fucl oil and transporation of rig to the site, complete in all respects1. Erection and dismantling of boring plant including all arrangement for the transportation of the boring equipment to site of work from the store of contractor at site and back are to be made by the 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 to be arranged by the firm/contractor at site at his own cost.2. In case the bore is converted into a tubewell payment of bore shall be made up to the bail plug plus margin (7% of main bore drilling or as actual as per field requirement whichever is less) required for sustaining the main bore paid at the rate of beyond margin shall be paid at the rate of test bore drilling. |
| 3 | Drilling 500mm dia Bore with Reverse Rotary Rig upto 125m 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 | 200mm nominal diameter (weight 33.6 kg per metre, 6.40 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 | 200mm steel strainer (slot size 0.75mm) 6.30 mm thickness |
| 8 | Supplying, fixing and lowering of stainless steel socket as per IS 8110-2000 or latest, ISI marked duly welded with suitable grade ss welding electrode to lower the strainer into tubewell bore complete in all respect. |
| 9 | 200mm 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 | 200mm 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 at quarry site of gravel of 1/16\\" to 1/8\\" sizes including pouring and packing in the annular space between the pipes assembly and the bore. The gravel should be free from, dust, dirt, or the vegetable manner as per IS 4097/1967 with latest amendments (to be paid as per actual length of pipe) |
| 15 | 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. |
| 16 | Capacity of Air compressor 300 cfm at 250 PSI |
| 17 | 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. |
| 18 | Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis) |
| 19 | Provision for Sanitary Clay Seal and sterilization of tubewell as per IS code : 2800-2019 |
| 20 | Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. |
| 21 | 200mm internal diameter |
| 22 | Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attached to the bottom plug complete in all respect. |
| 23 | 200mm internal diameter (weight 33.6 kg per metre) 6.40 mm thickness |
| 24 | Testing of Water Sample for heavy metal from approved laboratory (Toxic material sucha as arsenic, lead, mercury, presticide etc.) |
| 25 | Making Electric logging of bore hole with electronic well logger including cost of equipment at site etc complete in all respects. |
| 26 | Provision for drilling of trial bore well to ascertain the availability, yield, and potability of groundwater due to non-availability of potable water. The work shall include mobilization of drilling rig, drilling up to the required depth or till water bearing strata is encountered, lowering of casing wherever required, development of bore, and collection of water samples for chemical and bacteriological analysis to assess suitability for drinking purposes, complete in all respects as per PHED specifications and directions of the Engineer-in-Charge. |
| 27 | Construction of Pump Chamber size 3.05 m x 3.70m without gravel pit but including electric wiring as per DWSS standard design and analysis complete in all respects. Including provision for Sanitary Latrine in pump chamber for foundation and plinth of WC rooms including flooring ,PVC pipes , Junction Box , 1 No. Leach Pit , Super structure WC room etv |
| 28 | Providing & installing, testing & commisioning of 1 no electrically driven Submersible Pump set of KSB or equivalent make of capable of delivering 6.50 LPS, against a head of 53 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil imeersed starter,Main Switch, VM, Ampere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including GI column Pipe of IS 1239-2004 medium class suitable size 80 mm & length 27mtr (in 3.00 mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 70 mtr length and 4.00 mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects |
| 29 | Rate of Motor with Pump |
| 30 | Panel Board |
| 31 | Submersible cable Size 4.00mm2 |
| 32 | Column Pipe (G.I) 80mm i/d |
| 33 | Providing & Installing 100 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 Non Return Valve & Specials as C.I. Bends, Tail Piece Tees, Pressure gauge, Air Valve, etc. inside the Pump chamber as per DWSS standard design and analysis complete in all respects. (Annexure-3) As per IS1536-2001 & 1538-1993 reaffirmed 1999 and electro steel Casting/Kesoram pipe make). |
| 34 | Providing Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 liter of bleaching powder solution/ sodium hypo solution per hrs under maximum deliver pressure upto 7kg/cm2 and suction left not less than 1.5 meter. (Milton roy or Equivalent make) |
| 35 | Providing and installing 100 mm bulk water meter of approved make, suitable for potable water supply, including providing rubber joint/gasket, nuts, bolts, washers and all required accessories, making necessary connections, alignment, testing for leakage and accuracy, commissioning and handing over in satisfactory working condition, complete in all respects as per PHED specifications and directions of Engineer-in-Charge. |
| 36 | Constructing one No. of 75000 litres Capacity with sill level not less than 19.00 m height upto FSL 22 mtr from formation level complete with external RCC Stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightning conductor etc. complete as described in schedule No.3 providing and fixing CI/ DI K9 D/F expansion Joints, bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing Duck foot bends, Conforming IS-9523 with latest amendments) and D1 19 D/F sluice Valve duty ISI marked (IS 14846-2000 Or latest on each with inlet outlet and scour pipes. Including Providing and Installing inlet outlet scour pipe and overflow DI K-9 double flanged pressure pipes centrifugally cast as per IS 8329-2000 with latest amendment duly ISI marked from bottom dome to duck foot Bond and further up to 2.75 mtr. As per detail specification TMT steel & painting of all complete shall he included in cost & P/F aluminum ladder inside/steel ladder outside tank of the OHSR including testing of soil bearing capacity tested from the reputated institute such as PEC Chandigarh / TTT Sector-26, Chandigarh GNEC/Ludhiana/Thapar Institute of Engineer and Technology Patiala Complete in all respect SBC shall be tested in the presence of Engineer or his representative as per specifications. (The specifications & drawing are based on safe bearing capacity of Soil is not less than 8.75 tons per sqm. In case the safe bearing capacity of soil is less than 8.75 tone per sqm. The contractor shall summit his own design keeping in view seismic Zone-IV 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 overflow houdi, including providing and fixing water Level indicating system and construction of plinth protection around OHSR with masonry toe wall with including foundation depth, earthing cc 1:8:16 with 40mm stone aggregate and conglomerate floor 40mm with CC 1:24 as per DWCC specification. Providing & applying, integral crystalling slurry of hydrophilic in nature for water proofing management for vertical and horizontal surface and swellable type water stop tape. |
| 37 | Providing, Laying , fixing & jointing of uPVC Pipes (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.(10 Kgf./sqcm) |
| 38 | 110mm i/d (Mechanical) |
| 39 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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). |
| 40 | 100 mm i/d |
| 41 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. |
| 42 | (b) Size 0.9 m. x 0.9 m. |
| 43 | Providing & fixing 1.2mtr high fencing around the head works site with 1.65 meter post, placed every 2.5 meters apart, embedded in cement concrete blocks and every tenth post to be strutted with three rows of G.I. Barbed wire weighing 14 Kg per 100 meters (minimum) and fixing with GI staples tied to 6mm bar nib, with binding wire or by providing cut, including drilling holes in the post, including cost of posts, winding wire, strutted earth work in the post & aluminum painting complete in all respects as per DWSS standard Drawing and analysis. |
| 44 | Providing and Fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4 mm dia fencing pole size at bottom 4\\" x 3\\", size top 3\\" x 3\\",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects. |
| 45 | Providing & fixing D-Hook complete with MS Bolts size 300mm x 18mm as per DWSS standard Drawing and analysis. |
| 46 | Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per DWSS standard Drawing & Analysis. |
| 47 | Construction of masonry gate pillar including cost of MS Steel Gate size 1.22 m x 1.37 m as per DWSS standard Drawing and analysis. |
| 48 | Construction of Foot Path with masonry toe wall & earth filling and Cement Concrete 1:8:16 with 40 mm gauge stone aggregate, 40 mm thick cement concrete topping 1:2:4, inside water works as per DWSS standard Drawing and analysis. |
| 49 | Providing & fixing MS sign Board as per DWSS standard design and analysis. |
| 50 | Providing, Laying , fixing & jointing of uPVC Pipes (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. |
| 51 | Excavation with JCB |
| 52 | uPVC Pipe 63 mm o/d |
| 53 | uPVC Pipe 75 mm o/d |
| 54 | uPVC Pipe 90 mm o/d |
| 55 | uPVC Pipe 110 mm o/d |
| 56 | uPVC Pipe 160 mm o/d |
| 57 | Excavation with Manually |
| 58 | uPVC Pipe 63 mm o/d |
| 59 | uPVC Pipe 75 mm o/d |
| 60 | uPVC Pipe 90 mm o/d |
| 61 | Providing & fixing C.I/D.I Flanged end, stem of SS (AIS1410) 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). |
| 62 | 100mm i/d |
| 63 | 80mm i/d |
| 64 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. |
| 65 | (a) Size 0.6 m. x 0.6 m. |
| 66 | Dismantling and restoration brick paving including breaking, removal, stacking of serviceable material, disposal of debris, preparation of sub-base, and restoration of interlocking road to original condition, complete in all respects, as per DWSS standard approved analysis. |
| 67 | PVC Pipe 63/75mm o/d |
| 68 | PVC Pipe 90/110mm o/d |
| 69 | Dismantling of mettaled road & back filling with excavated earth fully compacted the restoration of the mettaled road to its original condition will be done by the concerned department i.e. PWD (B&R) PMB/Panchayati Raj) |
| 70 | 63/75/90/110mm o/d |
| 71 | Dismantling and restoration of Cement Concrete Road including breaking, removal, stacking of serviceable material, disposal of debris, preparation of sub-base, and restoration of interlocking road to original condition, complete in all respects, as per DWSS standard approved analysis. |
| 72 | 63/75/90/110mm o/d |
| 73 | Dismantling of existing interlocking / cement concrete in multiple layers/ brick road multiple layers, including breaking, removal, stacking of serviceable material, disposal of debris, preparation of sub-base, and restoration of interlocking road to original condition, complete in all respects, as per DWSS standard approved analysis. |
| 74 | 63/75/90/110/160mm o/d |
| 75 | Removing leakages in water supply lines, including excavation of soil, bailing out of water, cutting and dismantling of damaged pipe, providing and fixing PVC pipes and specials, stringing, jointing, testing for leakage, refilling of excavated earth, and making good the surface, complete in all respects. |
| 76 | uPVC Pipe 90mm o/d |
| 77 | Making connection from existing uPVC pipe line to newly laid uPVC pipeline including cost of bailing out water and al other materials compelte in all respect. |
| 78 | uPVC Pipe 63/75/90/110mm o/d |
| 79 | Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/Bocki method.Including excavation, stringing and jointing of pipe upto 160mm complete |
| 80 | Household water connection ISI Marked, |
| 81 | Providing proposed water connection to house hold up to wall with providing laying , jointing, testing MDPE pipe line 15mm o/d & GI 15mm i/d , including cost of cutting hole in walls, specials such as tees, bends, sockets, union, elbow & GI Hooks etc, cutting threading and testing in trenches in the ground and ISI marked 15mm i/d GM ferrule as per IS:2692 and 3'' i/d clamp with 15mm i/d C.I. bib cock as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) complete with excavation |
| 82 | Providing, fixing, installing, testing and commissioning Solar Photovoltaic (SPV) Power Generation System based on monocrystalline solar panels, of adequate capacity to meet the electrical power requirement for operation of electric motor and other appliances such as fans, tube lights, bulbs etc. at water works site, including supply and installation of grid-interactive inverter of suitable capacity, bi-directional energy meter, mounting structure, DC/AC cabling, junction boxes, earthing, lightning protection, protections and all other accessories, complete in all respects, as per MNRE/PEDA guidelines and as per directions of Engineer-in-Charge complete in all respects. |
| 83 | CARRIAGE OF MATERIALS: |
| 84 | Providing extra carriage of fine aggregate (sand) by mechanical transport including loading, unloading and stacking for all leads beyound the specified initial lead, up to 65 km complete in all respects. Note: quantity shall be payble as per consumption sheet. |
| 85 | Providing extra carriage of course aggregate (Bajri) by mechanical transport includintg loading unloading and stacking for all leads beyound the specified intial lead, upto 65 km complete in all respects. Note Quantity shall be payable as per consumption sheet. |
| 86 | Providing extra carriage of bricks by mechanical transport including loading unloading and stacking for all leads beyound the specified intial lead complete in all respect. Note: Quantity shall be payable as per consumption sheet.(21.1250*1000=2113) |
| 87 | Environment Provision |
| 88 | Surface dressing of ground including removing rank vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m in all kinds of soil. |
| 89 | Digging of pits in all kinds of soil & refilling the same, with the excavated earth mixed with well decayed farm yard manure @ 30% of pit volume and insecticide for termite control |
| 90 | Supplying and planting permanent trees in prepared pits and watering |
| 91 | 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. |
| 92 | Planting ground covers (ordinary) including digging of beds to 15 cm depth and mixingFYM, fertilizer and insecticides, planting of sapling at 25cm distance from plant to plant and row to row. |
| 93 | Provision for one way stand post with Khura complete in all respects Please Enable Macros to View BoQ information |
