AUGUMENTATION OF WATER SUPPLY SCHEME FOR VILLAGE BASTI KHUHAL SINGH (1 NO. VILLAGE), BLOCK ZIRA DISTRICT FEROZEPUR (Pb.) (Under PRWSSIP SUB COMPONENT -1A(III)/JJM)

Amount

Drilling trial bore using telescopic method with suitable rig to extract water samples of different strata’s encountered during drilling to check water quality with respect to Physical & Chemical Analysis, Heavy Metals & Uranium etc. The payment for testing water sample will be paid extra as per the quoted rates against relevant items of this bid. However the rates includes analysis of sand of all strata from where the water sample have been collected. (It should be ensure that the water sample is collected by an officer of rank not less than SDE)

Drilling of 600 mm 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.

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 meter) 5.4mm thickness

Supplying, lowering of Stainless Steel Cage type wire wound screen as per IS: 8110-2000 or latest with SS socket to connect Strainer to Strainer Duly welded with suitable grade S.S welding electrode to lower the strainer into tubewell bore.

(a) 150 mm internal diameter (slot size 0.15mm / 0.20 mm) 5.0 mm thickness

Supplying, fixing & lowering of Stainless Steel sokect 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) 150 mm internal diameter

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) 150 mm internal diameter

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

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

Supplying and fixing M.S well cap having thread to fix on housing pipe complete in all respect

(c) 150 mm internal diameter

Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect.

(b) 150mm internal diameter (weight 21.6 kg per meter) 5.4 mm thickness

Supplying & fixing of M.S. Clamp of size 150mm x 12mm made out of MS Flat 1.52 m long, suitable to fit Housing pipe including the cost Nut & Bolts of Suitable size complete in all respect.

Development of stabillizing 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 of stabillizing 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.

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

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 acual length of pipe)

Supplying & Fixing Mild steel centring guide made out of 32mm x 6mm thick M.S. Bar complete in all respects

Boring with 200 mm, 150 & 150 mm i/d MS Casing Pipes and withdrawing the same after completion of Tubewell is required to be Abandoned on the basis of non Availability of Portable water.

Constructing 1 No. OHSR of 15 KL (15000Liters ) capacity with sill level not less than 15.50 mtr. and height upto FSL 18.00 mtr from formation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightening conductor etc. complete as described in schedule No.3. Providing and fixing DI K-9 D/F expansion joints conforming to (IS-1536-1989) or lastest bell mouth and D/F puddle collars as per DWSS design on basis of enclosed typical drawing. Duck foot bends, conforming to ISI-13382 and DI K-9 D/F sluice valave duly ISI marked (IS-14846-2000 or latest) one each with inlet, outlet & scour pipes, including providing & installing inlet, outlet, scour pipes and overflow DI K -9 double flanged pressure pipes horizontally cast in sand moulds as per IS -7181/1986 & latest duly ISI marked from bottom dome to duck foot bend and further upto 7.75 mtr. as per detail specifications. TMT steel & painting of all complete shall be included in cost & P/F aluminium ladder inside the OHSR complete in all respect as per specifications. The specifications & drawings are based on safe bearing capacity of soil greater than equal to 8.75 tonne per sqm. in case the safe bearing capacity of soil is less than 8.75 ton per sqm, The contractor shall submit his own design for foundation portion based on actual safe bearing capacity as per DWSS specifications. The diffrence in quantities from the standard drawing based on 8.75 tonner per sqm safe bearing capacity will be paid as per CSR+Prevailing Ceiling Premium including over flow haudi complete in all respect. Providing and fixing automatic electronic water level control device and construction of Plinth Protection around OHSR with masonary toe wall with 40mm thick CC 1:2:4 on top over 100mm thick CC 1:8:16 & inside earth filling complete in all respect.

Providing, Stringing out PVC pipes 10kgf/ 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. (Mechanically ) (10kgf/ cm2) Pressure

110mm o/d PVC Pipe 10 Kg2/Cm2

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)

Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department

Construction of V-NOTCH Haudi (Size 1.80 m x 0.90m ) excluding cost v-notch as per standard design and drawings of Public Health Department. D-6

Providing & installing,testing & commisioning of 1 no electrically driven Submersible Pump set capable of delivering 103LPM against a head of 53.00mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil immersed 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 class suitable size 50 mm & length 32 mtr (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 85 mtr length and 2.50 mm2 size as per IS694-1990 reaffirmed 2005 complete in all respects

(Motor with Pump)

Panel Board

Cable (Size/Cost) 2.50mm2

Column Pipe (G.I)( Size/Length) (50mm i/d)

Providing and installing 100mm 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 drwaing D- 16

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 Manually Excavation including speicals (6kgf/ cm2)

PVC pipe 63mm o/d 6Kg2/Cm2

PProviding, Stringing out PVC pipes 6kgf/ 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. (Mechanically ) (6kgf/ cm2) Pressure

PVC pipe 63mm o/d 6Kg2/Cm2

PVC pipe 90mm o/d 6Kg2/Cm2

PVC pipe 110mm o/d 6Kg2/Cm2

Dismantling brick or flagged stone flooring without concrete base and relaying of dry brick on edge paving with a dismantled bricks including sand grouting.

Contractor shall quote rates only for dismantling of metalled road and back filling with excavated earth, fully compacted. The restoration of the metalled road to its original condition will be done by the concerned department I.e PWD (B&R)/PMB/ Panchayti Raj.

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)

Construction of masonry sluice valve chamber excluding Sluice valve cover as per standard design & drawings of public health department

Providing, Installing, testing & commissioning one No. Electronically actuated, Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6 Litres of Bleaching Powder solution/ Sodium Hypo solution per hour under maximum delivery pressure upto 7 Kg.cm2, and suction lift not less than 1.5 m, as per DWSS standard specifications.

Providing house hold connection lying, jointing, fixing, testing MDPE / G.I. pipes (as approved by Engineer-in-charge) including cost of Excavation, Refilling, C.I bib cock as per IS:210 with stainless steel spindle, 20mm o/d MDPE pipe 2.50m (length on average basis), 3"i/d clamp, G.M. ferule ISI marked, connection of 10mm i/d ferrule medium, specials such as tees, bends sockets, elbows, nipples (100mm & 150mm), Union couplings, GI hooks etc and gun metal peet valve (heavy pattern) with hand wheels on MDPE pipe lines laid in the ground or inside building, cutting threading, making hole in wall and testing in trenches in the ground all material should be ISI marked (to the approval of Engineer-in-charge) Complete Job in all respect including cost of carriage. (Refer CSR item Nos. 28.34 b, 30.65 b, 28.40 a, 28.43 a, 28.46)

Providing,fixing & jointing multijet water meter of approved make as per IS:779/94 in G.I.Pipe line including cutting and threading pipe including cost of water meter but excluding cost of specials, Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages, 15mm i/d Brass Ball valves of G.I. Nipple 15mm x 150mm, Supply of G.I. Nipple 15mm x 100mm, Supply of G.I. elbow 15mm i/dia ISI Marked Providing, fixing and jointing Union Couplings in G.I. Pipe Lines Providing & Fixing G.I. Hooks comlplete in all respect.

Pump Chamber

Earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work in not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil as directed within a lead of 30 metres.

Cement Concrete 1:8:16 with Stone ballast 40mm gauge.

First class brick work laid in cement sand mortar 1:5 in foundation and plinth.

First class brick work laid in cement sand mortar 1:5 in Super structures.

115 mm thick brick wall laid in cement sand mortar 1:4 without reinforcement in super structure.

DPC 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration at 1.65 kg per sq.mt. laid in hot and sanded.

Reinforced cement concrete M-20 Mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.

Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe

Providing and fixing 110 mm dia SWR U.P.V.C bend for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge.

Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge PVC conduit pipe 20mm/ 25mm dia (ISI Marked) recessed in wall etc., complete with powder coated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required for having (Flush/ Piano type accessories) Step type electronic fan regulators 100watts (socket size), bell push, 5Pin 6Amp. sockets (4Module Box), 16/20Amp. universal sockets (6Module Box), 6/16/20Amp. Switches etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., PVC connector (For Fan Box and Call Bell), Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), Circular junction Boxes (Four way PVC 1½" deep for walls and CI 3" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) and other petty material etc., including the cost of above material, cutting and filling up of chases (with finishing the surface):-

Wiring fan point without fan box

Light points

Wiring 6 Amp. Plug control comprising wall socket point.

Conglomerate floor 50mm thick cement concrete rate 1:2:4 on 100mm thick cement concrete 1:8:16 with Stone aggregate 40mm gague and 100mm fine sand filling using mechanical mixer for mixing material.

Providing & fixing of Glass strips in floors 4 mm wide

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete

10mm thick cement plaster 1:4 ( Including Carriage.)

20 mm thcik cement plaster in 1:4 Two Coat Of Work ( Including Carriage.)

10 mm thcik cement plaster in 1:4 ( Including Carriage.)

Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc. complete in respects. Door- 1x2.10 = 2.10 Window - 1x0.90x0.60 = 0.54

Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. Applying priming coat with metal primer on new steel or iron work including preparation of surface.

Distempring with dry distemper of approved manufacturing two or more coats over one priming coat to give even shades

Distempering with Acrylic washable and oil bound distemper (of approved manufacture) two coats over one priming coat to give an even shade.

Finishing walls with exterior decorative cement based paints as snowcem, Robbicem etc. on new work two coats to give an even shade.

Providing and fixing ceiling fan of reputed quality such as crompton/Usha/Polar or equivalent of 48 inch size with regulator.

Providing and fixing Electric Tube Rod set of reputed quality such as Philips/Salvania Laxman or equivalent. Full size

Providing and fixing CFL with holder of reputed quality such as Philips/Salvania Laxman or equivalent. Full size

Construction of Gravil Pit out side the pump chamber

Extra provision for sanitary latrine near pump chamber

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.

Providing & fixing G.I. Barbed wire 2 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-9

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 4", size top 3" x 4",Lenght 6ft, hooks 6 No. including cost of excavation, sand filling and erection complete in all respects.

Providing & fixing D.Hook complete with MS Bolts size 300mm x 18mm as per standard Drawing D-11

Construction of brick masonry corner pillar including cost of cement pointing including cost of material complete in all respects as per standard Drawing D-12 & including Carriage of material

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-10 & complete in all respects . including Carriage of material

Construction of Cement Concrete, Foot Path with masonry toe wall & earth filling inside water works as per standard Drawing D-15 & including Carriage of material

Providing and Fing Sign. Board D - 14

Extra for Carriage of Fine & Course aggregate i.e Sand & Bajri from query Pathankot to water works site beyond 5 km (Qty as worked out for the components to be constructed detail 1.9 & rate as per lead on CSR + Ceiling Premium for the applicable lead beyond first 5 km)

Carriage of Surkhi, sand, bajri, ballast, stone, boulders, kankar, building rubbish

Carriage of material excluding initial lead of 5 Km

Fine Sand From Jalalabad (Av. Lead 100 Km)

Course Sand From Pathankot (Av Lead 200 Km.)

Bajri / Gatka From Pathankot (Av Lead 200 Km.)

O&M of scheme for 3 Month after execution of work at site. Including Sallary of Pump Operator , Electricity Bill and Bleaching Powder