Augmentation of Water Supply Scheme for Village Gurali Block Makhu AND Distt Ferozepur Under PRWSSIP Sub Component 1a III JJM

Amount

Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tubewell is lowered & tested, equipment as required such as hand boring machine and its accessory,transportation to site and vice versa etc. complete in all respect.

(c) Boring with 150 mm I/d Housing Pipe

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) 100mm nominal diameter (weight 14.5 kg per meter) 5.4 mm thickness

Supplying, fixing of 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) 100 mm internal diameter 5.00 mm thickness

Supplying, fixing and 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) 100 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) 100 mm internal diameter

Providing Wooden Sample box With Lid and locking arrangement.

Collection of water sample from diffternt strata's and sieve analysis sand from differnt strata's (Actuaal No. to be decided by the Engineer-in-Charge).

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

100mm internal diameter (weight 14.5 Kg Per Meter) 5.40mm thickness.

Supplying and fixing M.S well cap made out of 10mm thick M.S. Plate with 4mm thick M.S Plate at the top having threads to fix housing pipe.

(b) 100 mm internal diameter

Development and 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.

Collection of water sample for seive analysis

Boring with 150mm MS casing Pipe and withdrawing the same after completion of tubewell is required to be abandoned on the basia of non avaiability of potable water

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.

Cement Concrete 1:8:16 with brick ballast 20 mm gauge mixed by mannual means.

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 415 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.

Reinforced cement concrete M-25 with cement @425/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth

Reinforced cement concrete M-25 with cement @425/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in Super Structure.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres Below Horizontal Slab

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

Kota stone tile flooring 20mm to 30 mm thick over 12.5mm thick base of cement mortar 1:3 (1 cement, 3 Sand) laid and jointed with neat cement slurry, mixed with pigment to match the shade of stone including rubbing and polishing.

20mm thick grey terrazzo skirting or dado, rubbed and polished granolithic finish under layer 14mm thick cement sand plaster 1:3 and top layer 6mm thick with 1mm to 4 mm gauge, white marble makrana chippings laid in 1:1½ (50 Kg of ordinary grey cement and 0.05 cum of whit marble chippings) including rounding of junctions.

Centring and shuttering for concrete foundatios and foundation beam & plinth , beam (vertical or battering )

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved.

Centring and shuttering for R.C.C. domes

Finishing walls with cement based water soluble exterior paint such as snowcem, robbiacem etc. two coats to give an even shade.

Provo/ding, fixing and jointing gun-metal peet valves (Heavy Pattern) with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete.

e) 40mm i/d Gun Metal peet valve heavy pattern

P/F bib tap 1/2" With GI Nippal & Socket

P/F GI Elbow 40mm

P/F GI Tee 40x40x40mm

P/F Float Valve

P/F 18" dia manhole covert with locking

Providing and laying, jointing fixing and testing G.I. Pipe lines B-Class including cost of specials such as tees, bends, sockets, elbows etc. testing, cutting, threading Inside building complete.

e) 40 mm i/d

Providing and Fixing PVC Water stop at every junction of concreting in the vertical wall

Provision for M.S. Ladder inside the Tank

Providing, Stringing out P.V.C. Pipes as per ISI-4985 casting along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing including cost of specials complete as per specifications

Constructing Punjab Standard Drain, type house connection complete consisting of cement concrete drain moulded and laid over lime concrete foundation, rendered and finished smooth with 6mm thick rendering concrete to be of 1:2½:5 parts by volume of cement :sand: stone bajri and rendering to be 1:1 cement sand mortar.

Providing and fixing H.C.I. Floor traps conforming to I.S.I. Specification of reputed firm of the self cleaning design with C.P. brass hinged grating with frame with or without vent arm and including cement concrete 1:2:4 under and around the floor trap where required upto floor level complete in all respects including cutting and making good the walls and floors,etc. minimum depth of water should be 150mm with a minimum seal 50mm.

b) with 75mm i/d outlet shallow seal = 1 Nos.

Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.

Cement Concrete 1:8:16 with brick ballast 20 mm gauge mixed by mannual means.

First class burnt brick work laid in cement sand mortar 1:12 in foundation & plinth.

Damp proof course 4 cm thick of Cement Concrete 1:2:4 with two coats of bitumen 20/30 penetration @ 1.65 kg per sqm laid hot and sanded.

First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.

12.5mm thick cement plaster 1:4

Reinforced cement concrete M-20 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in Super Structure.

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

Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 415 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.

Wrought iron and mild steel ladders, framed grills, grating etc. with ends of bars, riveted or welded or forged, framed window guards, barred iron doors, stair case, iron railing including cost of bolts and nuts or screws or welding rod, complete fixed in position.

Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres

Conglomerate floor 40mm thick cement concrete1:2:4 on 100mm thick cement concrete 1:8:16 with stone blast 40mm gauge 100mm sand filling. using mechanical mixerfor mixing of material

Finishing walls with cement based water solusle exterior paint such as snowcem, robbiacem etc. two coats to give an even shade.

Applying pink primer or aluminum priming coat including preparation of surface with special quality paint.

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work ,

Providing, Stringing out PVC Pipes 6 kgf/Providing, laying, fixing & jointing 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

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

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 sliuice valve chamber excluding Sluice Valve cover as per standard design & drawings of Public health department 1 No. With each of Size 0.6m X 0.6m

PVC indivisidual Water tank 200 Ltr

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 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.

Providing & installing,testing & commisioning of 1 no electrically driven Submersible Pump set capable of delivering 44 LPM against a head of 46.50 mtr along with electric panel board consisting of electrical appliances such as automatic Star Delta Push Button or oil immerged 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 30 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 2.50 mm2 size as per IS694-1990 reaffirmed 2005 complete in all respects.

3.00 BHP (Motor with Pump)

Panel Board

Cable (Size/Cost)2.50mm2

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

Providing and installing 80mm dia delivery main (From Tube well to Duck Foot bend including cost of C.I/D.I/D.F Pipes, D/F Sluice valves, D/F NRV & Specials as C.I /D.I Bends, Tail Piece Tees etc.. outside the pump chamber as per standard design complete in all respects Drawings D-16

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 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-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

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

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

Providing & fixing MS Sign Board as per standard size of DWSS as per analysis Drawing D-14

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

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)

Fine Sand From Jalalabad (Av. Lead 91 Km)

Course Sand From Pathankot (Av Lead 210 Km.)

Bajri / Gatka From Pathankot (Av Lead 210 Km.)