Augumentation of existing Water Supply SCheme at Village Salabatpura, Block Bhagta Bhaika, Distt. Bathinda Under R-Urban Mission Jalal Cluster

Item Wise Description :

Carriage of Surkhi, sand, bajri, ballast, stone, boulders, kankar, building rubbish Carriage of material excluding initial lead of 5 Km a)Jalalabad Sand (Av. Lead 125 Km) 06 km to 125 km

b) Gagger Sand & Bajri (Av Lead 260 Km.) 6 km to 260 km

c) Filter Media (Av Lead 260 Km.) 6 km to 260 km

Earth work in excavation in foundations trenches etc. in all kinds of soil where pick-jumper work is not involved and 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.

EEarth filling :- (a) (i) Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers ncluding ramming, watering and consolidating lead upto 30 metres

Dismantling concrete e) Reinforced cement concrete

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.

Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering) including attached pilasters, buttresses etc when curved

Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.

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

Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (2nd Brace of OHSR).

Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (3rd Brace of OHSR)

Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (4th Brace of OHSR)

Extra rate for shuttering in each subsequent storey above the first. Storey work done in subsequent storey above the first storey up to height of 4 metres or part thereof up to the roof top level of that storey. (5th Brace of OHSR)

Cement Concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type

Cement Concrete 1:2:4 with stone ballast. Or shingle mixing by mechanical means using concrete mixer volumetric type

Reinforced cement concrete M-25 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 foundation and plinth

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.

Reinforced cement concrete M-30 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.

Damp proof course 2.5cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded

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

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

115mm thick brick wall in cement sand mortar 1:4 without reinforcement in foundations and plinth

Terracing consiting of tiles 22.86 x11.43x3.83cm laid over 25 mm mud plaster 7.5 cm mud filling on another layer of 25mm mud plaster including two coats of bitumen laid hot at 1.65 Kg. /Sqm top of R.C.C. slab including grouting with cement sand mortar 1:4 and top surface to be left clean after wire brushing

Providing and fixing cast iron 100mm dia rainwater pipe with screw and wooden plugs fixed and wall face including filling joints with spun yarn and cement mortar 1:2 excluding head and shoes etc.

Providing and fixing cast iron head for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2

Providing and fixing cast iron shoe for rain water pipe on wooden plugs fixed on wall face including filling the joints with spun yarn and cement mortar 1:2

Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16

Bottom khurra on ground 1.2m 0.6m consisting of bricks on edge laid in cement mortar 1:3 over 7.5 cm cement concret 1:8:16 including 12.5mm thick cement plaster 1:3

Conglomerate floor 40mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material

Conglomerate floor 50mm thick cement concrete rete 1:2:4 on 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100mm find sand filling using mechanical mixer for mixing of material

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster.

12.5 mm thick cement plaster 1:2.

12.5 mm thick cement plaster 1:4

12.5 mm thick cement plaster 1:5

Cement rendering on plaster 1mm thick

Cement Pointing 1:2 deep Veriety.

White washing three coats.

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

Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc.

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 onnew steel or iron work including preparation of surface.

Painting two or more coats with aluminum paint to give an even shade excluding priming coat

Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. a (ii) 35 mm thick

Hollock wood cup board shutter with plywood panels or faced on both side fixed in position (excluding the cost of handles, bolts hasp with staple but including the labour for fixing them) ab) 25mm thick

Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt) ii) For shutter area above 0.50 sqm

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position c) Tees angles & channels

Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted or molded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rod complete fixing in position

Nuts & Bolts of all sizes and length required

Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete

Supplying Pressed steel sheet frames (chowkhat) consisting of 18gauge (1.25 mm thick steel sheet of the specified section, including iron lugs (hold fast) iron hinges conforming to PWD specification including bolts for fixing stops lock notch provision for receiving tower bolts and finished with 1 primer coat approved quality, fixed in position excluding the cost of cement concrete 1:3:6 for fillings in the frame and cement concrete 1:2:4 for lugs complete. a) Doors and windows frame of size 118mm x 60mm with 40 mm wide single rebate weighing 3.43 kg per meter.

Extra allowance for scaffolding in tile, brick and concrete lining for side slopes only.

Compaction b(i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.

Excavation by mechanical means(JCB or Hydraulic excavator) in trenches for pipe lines with straight or open cutting in streets or open area including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. providing & fixing caution boards, crossing over trenches for access to the houses, watching, fencing, etc. and removal of surplus soil out side/inside the town involving lead upto 15 meter complete in all respect. a(i) Earth work upto 1.5 mtr depth for In all classes of soil except rocky.

Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (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 perspecifications. xxiii) 160 mm i/d 4 Kgf. / sqcm

Providing, Stringing out, cutting, Jointing and testing of C.I. Double Flanged pipes with casted flanged as per IS:7181, Class-B (ISI marked with the prior approval of Engineer-in- Charge) and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion fitted complete including all cartage. d)150mm i/d pipe lines laid complete

Supplying and laying D.I. specials/fittings as per IS:9523-2000 (ISI marked with the prior approval of Engineer-in-Charge), class K-12 suitable for tyton joint with external bitumen coating and inside cement mortar lining, scaffolding, tools and plants, ropes, guys, etc. Complete in all respects. a) D.I. specials upto 300mm i/d

Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). A) Class PN-1 as per ISI a) 80mm i/d Sluice Valves Flanged

b) 100mm i/d Sluice Valves Flanged

c) 150mm i/d Sluice Valves Flanged

d) 200mm i/d Sluice Valves Flanged

Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. E)40mm i/d

Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. e) 40mm i/d G.I. Union

Providing, fixing and jointing ISI Marked Gun- Metal peet valves (Heavy Pattern) as per IS778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. e)40mm i/d

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below:- a)Top Layer:Top layer :----- Fine sand screened, cleaned and washed and graded (effective size 0.2 to 0.4mm with uniformity coefficient 2.00 to 3.00) from Pathankot or other approved source.

Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawing of public health department. b) 0.90x 0.90 mtr.

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.

Providing and fixing S.S Pressure Gauge complete as required complete in all respect. A)Dial diameter 150mm calibration 0-16 Kg

Providing and fixing in position Cast Iron Foot valves flanged ends with rubber sheat as per IS 4038 including cost of Nut Bolt , rubber insertion complete in all respect A)Dial diameter 150mm calibration 0-16 Kg a)150mm i/d Cast Iron Foot valves

First class brick on edge paving or flooring laid over and in cement sand mortar 1:5 in ordinary bonded courses or in herring bone or other special courses, to templates, over dressed foundation and to correct longitudinal and cross slopes as shall be required by the Engineer-in-charge. All joints shall be filled with mortar and struck flushed as the work proceeds. a)150mm i/d Cast Iron Foot valves

Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in-charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD). A)RCC Man hole cover with Frame a)560mm i/d RCC man hole cover with frame as per ISI ii) Heavy duty

Foot Rest for Manhole. Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.

RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES: Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall 1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/ 25mm dia (1.6mm thick) 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), 16Amp. 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), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thick shape hexagonal), CI Circular junction Boxes (Fourway 1½" deep for walls and 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):- i) b)Wiring fan point (With fan box)

ii)Wiring light point

iv) Wiring 6Amp. wall socket point

vi) Wiring 16/20Amp. power plug control point

GALVANIZED IRON PIPES AND G.I. EARTHING. Earthing with G.I. wire/ rope in G.I. pipe partly recessed and partly on surface complete with 150cm long 50mm dia. G.I. earth pipe (Cutting threads and 36 Nos. holes, 1cm dia. to make a mesh around the GI Pipe) and with G.I. reducing socket including erection of the same, 10.50 metre (34.44 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 14 metre in length (including boring & refilling). a) Earthing with 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe with G.I. reducing socket 50mm x 15mm (upto 14Metre in length)

Silt Clearence from S & S tank

Dewatering of S & S tank with pumping set

Supplying and fixing 250 mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel brackets and guides complete in all respects as per Public Health standard

Silt Clearence from S & S Well

Cleaning RCC OHSR Water Container

Repair of expansion joint 200 mm i/d

Prov. & Fixing aluminium Ladder in RCC OHSR

Repair & painting of railing, CI pipes

Scaffolding up to bottom of water container

Providing & Fixing bell mouth puddle collar.150 mm i/d

Taking out filter media from the Filter Bed & placeing after washing.

Taking out false floor slab from the Filter Bed & placeing after washing.

Proving & Fixing C.I. T - TYPE / Rose ventilator complete in all respects

Proving & Fixing C.I. V- notch complete in all respects

Proving & Fixing extended spindle complete in all respects

Providing , installing and commissioning of 2 No. electrically centrifugal driven pump set capable of delivering 480 LPM against a head of 34 Mtr & 10 mtr. along with electric pannel board consisting of electric appliances such as automatic star delta push button or oil imersed starter, main switch bolt meter, Ampere meter, ELCB, shunt capactor, single phase preventor, indicating lamps, kit kat etc.including cost of electronic over current relay complete in all respects. i) Water Pumping Set Discharge 480 LPM 34 mtr. Head

ii) Raw Water Pumping Set at Sump Discharge 480 LPM 10 mtr. Head

Providing & fixing Rubber Jain

Provision for making foundation for raw water set and clear water set

Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe

Providing, Laying , fixing & jointing of P.V.C.Pipes as per ISI-4985 (ISI marked with theprior approval of Engineer-in-Charge) alongthe Trenches and laying the same inTrenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications and excavation of pipe line, minimum cover on pipe One meter (6 Kg/cm2) i) 63 mm o/d

ii) 90 mm o/d

ii) 110 mm o/d

iii) 160 mm o/d

Dismantling brick or flagged stone flooring without concrete base and recondition the same in orisnal postion complete in all respect.

Providing & Fixing C.I. assembly & flanged for CI sluice valves & CI bends complete in all respect ii) 150 mm i/d

iv) 200 mm i/d

Provision for making Water Connection to house hold which are fall on propesed/existing water supply pipe line i.e. Providing & fixing MS clamp, GM feerule, GI 15 mm i/d 2.50 mtr & 2 mtr MDPE Pipe and specials. complete in all respects.

Providing fixing and jointing water meter (multy jet) including cost of 15 mm i/d gunmetal peat valve (Heavy Patteran),GI Nipple,15 mm i/d Union,Hooks Complete in all respect as per anylises and drawing

Providing and fixing ceiling fan of reputed quality such as crompton/Usha/Polar or equivalent of 56 inch size with regulator.

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

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

Toilet (Standard Design as per IHHL)

Labour for making 3 No. holes & 1 No. cut in case of angle iron pickets.

Providing & fixing barbed wire fencing 3 ply rating with angle iron pickets with M.S. clips including labour for stretching of barbed wire & cost of clips.

Providing & fixing MS Hooks

Prov and fixing sign board size 1.60 X 2.70 made of GI 40 mm i/d B class pipe and specials with MS sheet size 1.50x0.90 mtr of 14 guage.fixed in CC 1:2:4 block 0.26x0.26x0.45 mtr size including paintig of board both sides and printig and map as per standered norms etc complete in all respects .

Providing. installing, testing of commissioning One No Electronically actuated Diaphragm operated .Metering system Chemical Doasing Chlorinator suitable for delivering 0.5 to 6 ltr of Bleaching Powder solution / Sodium Hyposolution per hour under maximum delivery pressure upto 7 kg cm 2 and sunction lift not less then 1.5 mtr as per DWSS standered

SHA CONSTRUCTION COMPANY

GURMAIL SINGH CONTRACTOR

M/s Mankoo Builders

PREM CHAND GOYAL CONTRACTOR