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| 1 | PUMP CHAMBER |
| 2 | Construction of Pump Chamber of size 2.20 m x 2.20m below OHSR, IHHL toilet with Gravel pit & including Electric Wire as per analysic complete all respects inlcuding toilet. (Incuding carriage) |
| 3 | PUMPING MACHINERY |
| 4 | Providing & installing testing & commissioning of 1 noelectrically driven Submersible Pump set capable of delivering3.10 LPS against a head of 48 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil impressed starter, Main Switch, VM, AMpere Meter, ELCB, Shunt capacitor. Single phase, preventer, Indicating lamps, Kit-Kat etc. including M.s column Pipe of IS 1239-2004 medium classsize 65mm and Length 26.50 mtr.(in 3mtr lengths each with flanges, screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 70 Mtr. Length and 2.50mm2 size as per IS694-1990 reaffirmed 2000 complete in all respects |
| 5 | Rate of Motor with Pump |
| 6 | Panel Board |
| 7 | Submersible cable Size 2.50mm2 |
| 8 | Column Pipe (G.I) 65mm |
| 9 | C.I.FITTING INSIDE PUMP CHAMBER |
| 10 | 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,,V notchhaudietc. 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). |
| 11 | Disinfection Unit: |
| 12 | Providing Installing testing and commissioning and one no. electronically actuated, diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 leter 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) |
| 13 | RCC OHSR |
| 14 | Constructing one No. of25 KL 25000 ltr litres Capacity with sill level not less than 15.50 m height upto FSL 17.20 mtrfrom formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single main hole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing D.I. K-9 D/F expansion joints latest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed drawing. Duck foot bends, Conforming to ISI - 13382 and C.I/D.I. D/F sluice Valve duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet and scour pipes, including providing and installing inlet, outlet scour pipe and 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 Providing & applying integral crystalline slavery hydrophilic in nature for water freezing management for vertical & horizontal service and swell able type water stop type& painting of all complete shall be included in cost & P/F aluminium leader inside the OHSR complete in all respect as per specifications. (The specifications & drawing are based on safe bearing capacity of soil is not less than 8.75 tone per sqm. In case the safe bearing capacity of sail is less than 8.75 tone per Sqm. 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 Preminum including providing and fixing automatic Electronic Water Level control Device and Construction of Plinth protection around OHSR with masonry toe wall with 40 mm thick CC 1:2:4 on top over 100 mm thick CC 1:8:16 & inside earth filling , including overflow scower haudi complete in all respects. |
| 15 | uPVC RISING MAIN |
| 16 | Providing, laying, Fixing, jointing, cutting & testing of uPVC Pipes & Specials (10 kg./cm2) including cost of excavation complete in all respects as per ISI-4985 standard analysis. (Supreme /Finolex/Prince/Jain/KissanMake or equivalent make) |
| 17 | 110mm i/d(Mechanical) |
| 18 | Sluice Valve & Sluice Valve Chambers |
| 19 | 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). |
| 20 | 100 mm i/d |
| 21 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. |
| 22 | (a) Size 0.9 m. x 0.9 m. |
| 23 | DEVELOPMENT OF WATER WORKS SITE. |
| 24 | 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 14.00 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. |
| 25 | 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. (Incuding Caariage) |
| 26 | Providing & fixing D-Hook complete with MS Bolts size 300mm x 18mm as per DWSS standard Drawing and analysis. |
| 27 | 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. (Incuding Caariage) |
| 28 | 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. |
| 29 | 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. (Incuding Carriage) |
| 30 | Providing & fixing MS sign Board as per DWSS standard design and analysis. |
| 31 | Providing, laying, Fixing, jointing, cutting & testing of uPVC Pipes & Specials (6 kg./cm2) including cost of excavation complete in all respects as per ISI-4985 standard analysis. (Make or equivalent make) |
| 32 | Excavation with JCB |
| 33 | uPVC Pipe63 mm o/d |
| 34 | uPVC Pipe 90 mm o/d |
| 35 | uPVC Pipe 160 mm o/d |
| 36 | Excavation with Manually |
| 37 | uPVC Pipe63 mm o/d |
| 38 | Providing and laying, jointing, fixing testing ISI marked GI Pipe (as per IS 1239) B-Class, premium make such as (Jindal Hisar) including cost of Specials such as tee, bends, sockets, elbow etc., cutting threading and testing in trenches in the ground complete . |
| 39 | GI Pipe 50mm i/d |
| 40 | 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). |
| 41 | 80mm i/d |
| 42 | Consturction of masonary Sluice valve chamber excluding Sluice valve cover as per standard design & drawings of pubic health department. |
| 43 | (a) Size 0.6 m. x 0.6 m. |
| 44 | Dismantling and restoration brick paving complete in all respect as per DWSS standard approved analysis. |
| 45 | PVC Pipe 63mm o/d |
| 46 | Contractor shall be quote rates only for 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) |
| 47 | 90mm o/d 20 No road cut x 4 mtr = 80 mtr |
| 48 | Household water connection ISI Marked, |
| 49 | Providing proposed water connection to house hold up to wall with providing, laying jointing, testing GI pipe lines 15mm i/d=2.50 mtr B- Class as per CSR 28.36 (A),( Above GL), Prov. & fixing MDPE pipe 15mm i/d with specials 2.00 Mtr (Below GL) including cost of specials such as tees, bends, sockets, elbow 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 c.i bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) |
| 50 | Providing proposed water connection to house hold up to wall with providing, laying jointing, testing GI pipe lines 15mm i/d=2.50 mtr B- Class as per CSR 28.36 (A),( Above GL), including cost of specials such as tees, bends, sockets, elbow 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 c.i bib cock 15mm i/d as per IS:210 with stainless steel spindle of approved make as per CSR 30.65(b) |
| 51 | (Operation & Maintenance Cost |
| 52 | Operation and Maintenance water supply systemfor 3 Months including operating ofmachinery , repair of leakages,supplying of full timePump Operatorcum- Chowkidar, supply of Sodium Hypo Chlorite solution for disinfection for 3 months after completion. |
| 53 | Extra Carriage of Materials |
| 54 | Extra Carriage of Fine Aggrigate payable upto lead 35 Km |
| 55 | Extra Carriage of Course Aggrigate (Bajri) payable upto lead 35 Km |
| 56 | Extra Carriage of Bricks payable (10.450*1000=10450) |
| 57 | Environment Provision |
| 58 | 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. |
| 59 | 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 |
| 60 | Supplying andplanting permanenttreesin prepared pits and watering |
| 61 | Planting seedlings including digging of beds to 15 cm depth and mixing FYM, fertilizerandinsecticides,plantingof seedlings at 20cm distance from plant to plant and row to row. |
| 62 | 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. |
| 63 | Providing for one way stand post with Khura complete in all respects. |
