BID Document for providing and installing 150mm id Straight tubewell upto 160mtr depth with Reverse rotary rig Provision of Trial Bore Construction of OHSR 15KL Capacity having staging Height 13mtr and FSL 15mtr Prov and fixing Rising main

WATER SUPPLY : Drilling of 500mm dia bore with Reverse Rotatry Rig in all kinds of soil including the cost of consumable stores, fuel oil and transportation of rig to the site. complete in all respect. a) Drilling of 500mm dia bore with Reverse Rotatry Rig Upto 150 m depth BGL.

b) Drilling of 500mm dia bore with Reverse Rotatry Rig Beyond 150 m depth BGL up to 300 Mtr

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. (b)) 150mm nominal diameter (weight 21.6 kg per metre) 5.4 mm thickness

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. a) 150mm internal diameter

Making electric Logging of borehole with electronic well logger including cost of equipment at site etc.complete in all respect

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. (b)) 150mm internal diameter

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.

Supplying at site Wooden Box of suitable size with Lid & locking arrangment for preserving strata sample collected from the bore.

Supplying & Fixing of bail plug of M.S pipe complete with inverted U-hook attched to the bottom plug complete in all respect. (b)) 150mm internal diameter (weight 21.6 kg per metre) 5.4 mm thickness

Supplying & Fixing of well cap having thread to fix on housing pipe complete in all respect. (b)) 150mm internal diameter

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. (a)) Capacity of Air compressor 300 cfm at 250 PSI

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.

Collection of water sample from different strata and testing of sample from approved laboratory (Phisical & chemical Analysis)

Testing of water sample for Heavy metal from approved laboratory (Toxic material such as Arsenic, lead, mercury, pesticide, Uranium etc.)

Supplying at 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)

Supplying and fixing mild steel centering guides made out of 32mm x 6mm thick M.S. bar complete in all respects.

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. c) 150mm Steel Strainer (slot size 0.75mm) 5.00 mm thickness

Making provision for clay seal of three meter thick for T/well & make Provision sterlization of tubewell ( as per BIS Code 2800-2019) complete in all respects.

Providing, Laying, fixing & jointing of P.V.C. Pipes as per IS-Code Type A, 4985-2021 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications including specials and excavation and refilling in original condition. (Excavation Mechanical) 90 mm o/d pipe of 10kg./cm2

WATER SUPPLY : 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). A) Class PN-1 as per ISI a) 80mm i/d Sluice Valves flanged

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. a) Size 0.6 m. x 0.6 m.

Constructing of 1 No. RCC OHSR of 15KL Capacity having staging Height 13.00 mtr. & 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 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.

Providing & installing,testing & commisioning of one no electrically driven Submersible Pump set capable of delivering 80 LPM against a head of 105 mtr complete in all respects

Providing and Fixing 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. complete in all respects

WATER SUPPLY : Providing and Fixing G.I. Column Pipe of IS 1239-2004 medium class size 40 mm (in 3mtr lengths each with flanges ,screwed and welded on both sides) rubber gaskets, nuts and bolts complete in all respects. e) 40mm i/d

CHAPTER NO.34 COMMON SCHEDULE OF RATES : 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:- (xiii)) 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:- (c)) Overall size 2.5sq.mm (50/0.25mm), 3Core

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.

Providing, laying, Jointing and fixing of PVC pipes (6 kg/cm² ISI marked ) as per IS-Code Type A, 4985-2021 (ISI marked with 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 specials and excavation and refilling in original conditions)Excavation by Mechanical means ( for More than 3 mtr. street width) PVC pipe 63mm o/d

Providing, laying, Jointing and fixing of PVC pipes (6 kg/cm² ISI marked ) as per IS-Code Type A, 4985-2021 (ISI marked with 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 specials and excavation and refilling in original conditions)Excavation by Mechanical means ( for More than 3 mtr. street width) PVC pipe 75mm o/d

Providing, laying, Jointing and fixing of PVC pipes (6 kg/cm² ISI marked ) as per IS-Code Type A, 4985-2021 (ISI marked with 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 specials and excavation and refilling in original conditions)Excavation by Mechanical means ( for More than 3 mtr. street width) PVC pipe 90mm o/d

Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position

Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting and including restoration of roads to orginal Position PVC pipe 90mm o/d

Dismantling of cement concrete road and restoration in original condition

Dismantling and Relaying of interlocking pavers or flagged stone flooring without concrete base and relaying of dry interlocking pavers on edge paving with a dismantled interlocking pavers including sand grouting and including restoration of roads to orginal Position. 63 mm o/d

Dismantling of bituminous courses of flexible pavements by manual means and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications (20 d G1). PVC pipe 90mm o/d, 75mm o/d, 63mm o/d

WATER SUPPLY: 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). A) Class PN-1 as per ISI a) 80mm i/d Sluice Valves flanged

Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department. a) Size 0.6 m. x 0.6 m.

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 (3mtr X 20nos)

Provision for connection with existing PVC pipe including cost of PVC Tee and PVC saddle piece and earth work in excavation & back filling complete in all respects.

Providing, Fixing, Installing, Commissioning, Solar Panel Energy System (Monocrystalline) for amount of electric power required for running electric motor and other appliances such as fan, tube, Bulb etc in water works site. including Bi-directional meter and inverter of suitable capaity as per guidelines issued by PEDA complete in all respects. 5.00 BHPx 0.746= 3.73 3.73 x 70% = 2.61 KW Say 2.75KW(With 550watt Solar panel)

Providing, installing, testing and commissioning one no. electrically actuated diaphragm operated, metering system, chemical dosing chlorinator, suitable for delivering 0.5 to 6 ltr. o f bleaching powder solution/ sodium hypo solution per hour under maximum delivery pressure up to 7kg cm2, and suction lift not less than 1.5m, as per DWSS standard specification.

Providing proposed water connection to house hold to up to wall with providing laying jointing testing G.I. pipe line 15mm i/d (Above GL) Prov. & Fixing MDPE pipe 15mm i/d with special(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 complete in all respect. Including Dismantling Brick/cc/Road laying Tiles same as per orignal conditions

Providing, fixing & jointing water meter (Multijet) in G.I pipe line including cutting & threading pipe and making long screw etc.complete including cost of G.I. jam, nut bolt etc. complete (15mm), providing, fixing and jointing ‘Brass valves screwed with SS/Brass ball & spindle & Teflon seats, on G.I pipe line complete in all respect. Note:- The contractor will ensure that the water maters will be procured only from those manufacturer‘s who has obtained manufacturer‘s license from Legal Metrology Dept, Punjab. Further, the contractor has to submit a certificate regarding inspection of water makes as per provising of Legal metrology act, 2009 prior to their installation and ensure compliance to the provisions of Legal Metrology Act.

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.(15+55)x2=140 -2.44= 137.56 x 3 = 413 mtr

Providing and fixing precast pre-stressed cement concrete fencing pole M-40 by 4 Nos. parallel high tensile entwined wire (ISI marked wire 4mm dia fencing pole size at bottom 4" x 4" , size top 3" x 4" , length 6ft, hooks 6 No. including cost of excavation , sand filling and erection complete in all respects .(137/2.44-5=51)

Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing .

Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing .

Construction of masonry gate pillar including cost of MS Steel Gate size 1.22mtr x 1.37 mtr as per standard Drawing complete in all respects

Construction of Cement Concrete Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing .

Providing & fixing MS sign board as per standard size of DWSS.

Bajri

Bricks

Tiles

Construction of Pump Chamber size 3.05 mtr X 3.70 mtr with toilet Including including cost of electric wiring & sanitary installations as per standard design complete in all respects.

Providing, & fixing Mechinical Bulk Meter of suitable size( as per IS 2373-1911 or latest as desired by engineer incharge) inside water works including rubber jain, Nut-Bolts, cutting and threading and carriage complete in all respect.

HORTICULTURE : Site Clearance (b)) 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.

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.

Planting seasonal flower in beds : (a)) 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.

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.

Providing for one way stand post with khura complete in all respect.

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