Augmentation of Existing Water Supply SCheme at Village Gumti Kalan Block Bhagta Bhaika Distt. Bathinda Under R-Urban Project Jalal Cluster

Item Wise Description :

Loading and unloading of sand

Carriage of sand for earth filling lead of 5 km

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 123 Km) 06 km to 123 km

(b) Gagger Sand & Bajri (Av Lead 269 Km.) 6 km to 269 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.

Earth 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

entering 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.

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-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.

Damp proof course 4cm 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 work laid in cement sand mortar 1:7 in foundation and plinth.

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.

Extra for additional storey upto 4mtrs. Above the top of structural roof of lower storey

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

115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure

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

Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall finished smooth, where specially specified.

Providing and fixing 110 mm dia . U.P.V.C Rain water pipe of 4 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge.

Providing and fixing 110 mm dia. 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. A) UPVC 110 mm bend

Providing and fixing 110 mm dia. U.P.V.C Coupling/Sockete for Rain water pipe as per IS:14735 including jointing complete as per specifications and to the entire satisfaction of Engineer- in- charge. A) UPVC 110 mm Coupling /Sockets

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

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

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

Providing & fixing glass strips 4mm thick in floors a) 50 mm wide

b) 40 mm wide

12.5 mm thick cement plaster 1:4

12.5 mm thick cement plaster 1:5

12.5 mm thick cement plaster 1:4

20mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded a) Vertical

Cement Pointing 1:2 deep Veriety.

White washing three coats.

Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete

Distempering with dry distemper of approved manufacture two or more coats over one priming coat to give an even shade

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

Finishing walls with cement based water soluble exterior paint such as snowecem, robbiacem etc. on old work one coat 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) b) 25mm thick

Kiln seasonal Hollock wood cup board chowkats including iron hold fasts, iron hinges corner straps, wooden knobs or handles fixed in position (Size 45 x 60mm).

Steel work fixed independently without connecting plates including cutting hoisting and fixing in position a) R S Joists

c) Tees angles & channels

c) Tees angles & channelsStructural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. a) For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span

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

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 (CSR Item No.18.18) )

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.

Supplying and fixing glass panes with glazing clips and special metal sash putty of approved make. b) Glass panes 4mm or 10.75 kg / sqm exceeding 0.4 sqm of area

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. 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 per specifications. v) 160 mm i/d 10 Kgf. / sqcm

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

Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete.

CONSTRUCTION OF V-NOTCH HAUDI.(size 1.80 m x 0.90 m) excluding cost V-notch as per standard design & drawings of public health department.

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

Boring with casing pipe for tubewell in all soils except ordinary hard rocks requiring blasting including removing the casing pipe after the tube well is lowered & tested , equipment as requried such as hand boring machine and its accessory, transportation to site and vice versa etc. complete in all respect. d) Boring with 300mm id Housing Pipe Upto 150 m depth BGL. (Part -A)

d) Boring with 300mm id Housing Pipe Upto 150 m depth BGL. (Part -B)

Extra for Boring beyond 150 m depth 150 m to 190 m (Part -A)

150 m to 190 m (Part -B)

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. C) 200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness (Part -A)

C) 200mm nominal diameter (weight 33.6 kg per metre) 6.4mm thickness (Part -B)

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. 200mm Steel Strainer (slot size 0.15mm) 6.30 mm thickness (Part -A)

200mm Steel Strainer (slot size 0.15mm) 6.30 mm thickness (Part -B)

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. C) 200mm internal diameter (Part -A)

C)200mm internal diameter (Part -B)

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 well cap having thread to fix on housing pipe complete in all respect. C)200mm internal diameter

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-incharge. (8 Hours Each for Part A & B)

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 etc.)

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) Wiring fan point (With fan box)

ii) Wiring light point

v) 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)

Supplying & fixing of bail plug of M.S. pipe complete with inverted U-hook attached to the bottom plug complete in all respect. 200mm internal diameter (weight 33.60 kg per meter) 6.4 mm thickness ( 4 Mtr Each For Part A & B)

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. Capacity of Air compressor 550 cfm at 600 PSI ( 16 Hours Each For Part A & B)

Provision for Uranium in water testing

Construction of one no. R.C.C circular type O.H.S.R of 100000 Ltrs.capacity with sill level not less than 20.50 mtr. height upto FSL 24.00 mtr.from foundation level complete with external RCC stair case with landing slabs at each staging RCC roof, ventilator single manhole cover lightening conducter etc.complete as described in schedule No.3. Providing & fixing CI D/F expension joints or latest well mouth and D/F puddle collars as per DWSS design on the basis of inclosed drawing Duck foot bends, confirming to ISI-13382 & DI K9 D/F sluice valve duly ISI marked (IS-14846-2000 or latest) One each with inlet,outlet & scour pipes including providing and installing inlet,outlet,scour pipe and overflow DI D/F pressure pipes horizentally as per IS-8329-2000 & latest duly ISI marked from bottom dome to duck foot bend and further upto 2.75 mtr.as per detailed specification. TMT steel and painting of all complete shall be included in cost and providing and fixing aluminium ladder in side the OHSR complete in all respects as per specifications. (The specifications & drawing are based on safe bearing capacity of soil is 8.75 Tone per sqm. In case the safe bearing capacity of soil is less than 8.75 Tone per sqm. The contractor shall sumbit is on 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 premium including overflow haudi, Supplying,fixing and testing at site automatic electronic type water level indication system with gun metal float sensor & electrical cable suitable for 3 phase pump submersible/monoblock to be fixed on exising pannel for OHSR, including plinth protection complete in all respects.

Providing and installing 100mm dia delivery main (From Tubewell to Duck bend including cost of CI/D.F.Pipes, D/F Sluice Valves, D/F NRV & Specials as CI Bends, Tail Piece Tees etc.inside the pump chamber as per standard design complete in all respect as Annexure A12-2 & Drawings D-12 & D-17

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

iii) 110 mm o/d

iv) 160 mm o/d

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

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 & installing,testing & commisioning of 1 no electrically driven Submersible Pump set of 17.50 BHP KSB or equivalent make capable of delivering 582 LPM against a head of 64.00mtr along with 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. including M.S column Pipe of IS 1239-2004 medium class suitable size 100 mm & length 35 mtr (in 3mtr lengths each with flanges,screwed and welded on both sides) rubber gaskets, nuts and bolts submersible cable of 90 mtr length and 4.00 mm2 size as per IS694-1990 reaffirmed 2000 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

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

Construction of gravel pit inside the Pump chamber complete and as per drawing

Toilet (Standard Design as per IHHL)

Labour for making 3 No. holes & 1 No. cut in case of angle iron pickets.n as per IHHL)

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.

Extra for fixing hold fast complete in all respects

Providing & Fixing granite stone complete including engraving and writing words granite piece

Engraving Charges

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 .

Boring with 300mm I/d Housing Pipe & Withdrawing the same after completion of Tubewell is required to be abandoned on the basis of Non Availabitlity of Potable water. Part A

Part B

SHA CONSTRUCTION COMPANY

PREM CHAND GOYAL CONTRACTOR

RAVINDER SINGH CONTRACTOR

GURMAIL SINGH CONTRACTOR

Bidder Name

SHA CONSTRUCTION COMPANY