AUGMENATION OF WATER SUPPLY SCHEME FOR VILLAGE SAPPAN WALI, BLOCK KHUIAN SARWAR OF DISTRICT FAZILKA (UNDER PRWSSIP Sub COMPONENT1A(i)/JJM)

Amount

Carriage of material excluding initial lead of 5 Km. Jalalabad Sand (Av. Lead 75Km)

Pathankot Sand (Av. Lead 300 KM) a) upto 40 Km

b) 301 to 340 Km

Bazri (Av. Lead 300 KM) a) upto 40 Km

b) 301 to 340 Km

Bricks (Av. Lead 10 Km)

Extra for wet earth work from bottom of excavation for depth above 30 cm of sub soil water level

Excavation in Soil (any type) using Hydraulic Excavator CK 90. Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections including all lifts and combined lead up to 60m a) Depth up to 2.00 m below NGL

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 and subsequent filling around masonry in 15cm layer with compaction including disposal of all surplus soil as directed with in a lead of 30 mtrs.

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

Dismantling brick work tile masonary or tile lining. (b) In cement.

Dismantling brick or C.C. Paver blocks flooring without concrete base and relaying of dry brick on edge or C.C. Paver blocks pavingwith a dismantled bricks/C.C. Paver blocks including sand grouting.

For PVC pipe 63 mm o/d

For PVC pipe 90 mm o/d

For PVC pipe 110 mm o/d

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)

Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or bartering including attached pillasters buttersses etc

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

Centreing and shuttering for Column.

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

Centering and shuttering for flat surface such as suspended floors, roofs, landing, chhajjas, shelves etc.

Cement Concrete 1:8:16 with 40 mm gauge stone aggregate mixed by mech means.

Cement Concrete 1:2:4 with stone ballast or shingle.by mech means

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

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 centering and shuttering in foundation and plinth.

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

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 centering and shuttering in Superstructure.

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 foundation & plinth.

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

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

Top khurra 0.6m x 0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50mm thick cement concrete 1:8:16.

Bottom Khurra on ground 1.2m x 0.6m consisting of brick on-edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:16 including 12.5mm thick cement plaster 1:3.

Providing and fixing 110 mm dia SWR U.P.V.C Rain water pipe (ring fitted type-A) as per IS:13592 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-incharge. (If fixed on wall face clamp to be paid separatly as per respective item)

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.

Conglomerate floor 50mm thick cement concrete rate 1:2:4on 100mm thick Cement concrete 1:8:16 with stone aggregate 40mm size & 100mm sand filling.

12.5 mm thick cement plaster 1:4

20mm thick cement plaster 1:4 in two coat work

Plastering on underside of ceiling 10 mm thick cement plaster 1:3

12.5mm thick Cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg per sqm laid hot and sanded. a) Vertical

Cement pointing 1:2 deep variety.

Finishing walls with cement based water soluble exterior paint such as snocem two 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 coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. b) With ordinary Quality Paint

Distempering complete in all respects.

Hollock wood, doors, shutter, windows, shutter including hinges, screws, chocks, cheats, stops, cords etc. complete fixed in position.

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

Providing & fixing Nut & Bolts etc.

TMT Steel fe 500 grade reinforcement for RCC work complete in all respects including binding, bending etc.

Supply & fixing of pressed steel frames (chowkats) consisting of 18 gauge thick steel sheet of the specified section (standard design latest) including iron lugs iron hinges, confirming to PWD specifications including bolts for fixing stops, lock etc. complete. a) Doors and windows frame of size 118 mm x 60 mm wide single rebate weighing 3.43 kg per meter

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 For PVC pipe 63 mm o/d

For PVC Pipe 90 mm o/d

For PVC Pipe 110 mm o/d

For PVC Pipe 160 mm o/d

For PVC Pipe 200 mm o/d

Earth work excavation in ordinary soil exclusive of compensation of earth (g) Compaction :- (i) Extra for laying earth as per specification for compaction in 20 cm. layers and dressing but excluding cost of rolling. (ii) Extra for watering the earth laid in 20cm layers as per specification for compaction with water to be made available by department at natural ground level opposite the site of compaction.

(III) Extra for rolling to specifications

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Pipe (S&S) as per IS 8329 and laying the same in trenches to correct alignment and gradients, jointed with rubber tyton joints fitted complete including all cartage including excavation by Mannual means. (B) D.I. Pipe as per IS 8329 DI-K9 (d) 200mm i/d pipe lines laid complete

150mm i/d DI-K9 pipe

Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same in trenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. 150mm i/d DI-K9 pipe

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 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

Providing & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS-5312/2004 in pipe lines including jointing & cost of Nut Bolt, rubber insertion etc. Complete Note: If Non-return vlaves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra. (d) 150 mm i/d

Providing, Fixing & jointing Cast Iron Surface box for Sluice Valve, Air Valve, Fire hydrant etc. including all carriages complete 20No. with Each 3kg.

Providing and laying, jointing, fixing, testing G.I. Pipe Lines B- Class, 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 ISI Marked Gun-Metal peet valves (Heavy Pattern) as per IS 778 with hand wheels, on G.I. Pipe line laid in the ground or inside buildings including all carriage complete.

40 mm I/d Gun Metal Peet valve

50 mm I/d Gun Metal Peet valve

65 mm I/d Gun Metal Peet valve

80 mm I/d Gun Metal Peet valve

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 including cost of earthwork in excavation and back filling complete as per specifications for less than 3 mtr street width. (6kg/cm2) (Mannual)

PVC Pipe 63mm o/d

PVC Pipe 90mm o/d

PVC Pipe 110mm o/d

PVC Pipe 160mm o/d

PVC Pipe 200mm o/d

PVC Pipe 200mm o/d (4kg/cm2)

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 including cost of earthwork in excavation and back filling complete as per specifications for for more than 3 mtr street width. (6kg/cm2) (Mechanical)

PVC Pipe 63mm o/d

PVC Pipe 90 mm o/d

PVC Pipe 200 mm o/d

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

B) Size 0.9 m. x 0.9 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

RECESSED CONDUIT PIPE WIRING SYSTEM WITH FLUSH PIANO TYPE SWITCHES: Wiring in PVC insulated copper conductor single core FRLS cable (ISI marked), 1100volts grade to be laid in heavy gauge welded conduit pipe 20 mm/25 mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powder coated/anodized concealed metal boxes required for having electronic fan regulators (socket size), bell push, electronic buzzer, 3pin 6Amp., 3pin 16/20 Amp. Sockets and 6 Amp./16/20Amp. Swithces (flush piano type accessories) etc. and covered with brown bakelite white glazed translucent backside painted sheet 3mm thick etc., & including the cost of flush piano type switches/sockets, step type electronic fan regulator 100 watts, PVC connector (For Fan Box and Electronic Buzzer), PVC Bush, Steel Hooks, Circular Inspection Box (Recessed Type and Deep Type) conduit pipe & copper wire and other petty material etc. including the cost of cutting and filling up of chases:-

Wiring fan point with sheet metal fan box (shape hexagonal & sheet thickness not less than 1.60 mm) in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade with step type electronic fan regulator 100watts (socket size).

Wiring light point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade.

Wiring 3 pin 6 Amp. wall socket point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade complete with bonding to existing earth with PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1 sq. mm, 1100volts grade.

Wiring 3 pin 16/20 amp. power plug control and switch.

GALVANIZED IRON PIPES AND G.I. EARTHING: Supply & erection of G.I. pipe for wiring purposes including bends, inspection boxes etc., where necessary including painting as per PWD General Specifications 2010:- Earthing of Sheet metal/ iron clad Switches and metallic cases etc., with No. 8 S.W.G. (4mm dia.) G.I. wire in 15mm dia G.I. pipe partly recessed and partly on surface complete with 135cm long 50mm dia. G.I. earth pipe with G.I. reducing socket (50mm x 15mm) including erection of the same, 10.5 metre below ground level with necessary charcoal & salt mixture etc., up to 13 metre in length (including boring & refilling).

Earthing of Sheet metal/ iron clad switches and metallic cases etc., with 20 mm x 3 mm thick electrolytic copper tape rivetted (with 10 nos. copper rivets) to 30 cm x 120 cm x 3 mm thick tinned copper plate (made cylindrical) 10.50mtr depth

Reinstalling of existing 1 No Clear water pumpset and Raw water pumpset as stand by arrangement including foundation.

Extra to be paid to contractor for installing software based smart control panel with water level indicator in RCC Sump, S/S Tank, CWT & OHSR. (1 No. for working CWP, 1 No. for working RWP, 1 No. for Stand by CWP, 1 No. for Stand by RWP.

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.

Provision for construction of Haudies (additional) in cutting including outlet Haudie (Detail Attached)

De-watering Sub soil water for sump at water works.

Dismentaling of existing Pump Chamber upto ground level including roof, door and window

Dismentaling of existing Pumping Machinery , feasible CI fitting ,control panels & ceiling fan

Providing & Fixing Aluminium stair with steps as per PH Standered Drawing.

Pressure gauge fixed on outlet pipe in pump chamber including copper pipe gate valve

Providing & fixing Rubber Jain for 150 mm i/d pipe

Provision for making foundation for raw water set and clear water set as per P.H Standard design

Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe (L.S.)

Providing household connection with water meter laying, jointing, fixing, testing MDPE pipes ( as approved by Engineer-in-charge). Including cost of Excavation, Refilling, Water meter, C.I. bib cock as per IS: 210 with stainless steel spindle, 20mm o/d MDPE pipe 2.50m and 2.0mtr. G.I. vertical (length on average basis), 3'' i/d uPVC clamp, G.M. ferrule ISI Marked, connection of 10mm i/d ferrule medium, specials such as tess, 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 buildings, cutting, Threading, Making hole in wall and testing in trenches in the ground All meterial should be approved make (to the approval of Engineer-in-charge) Complete Job in all respect including cost of carriage (Annexure -I) (Refer CSR item Nos. 28.34b, 30.65b, 28.40a, 28.43a, 28.46)

Providing & Fixing CI D/F Puddle Collar. Size (a) 150mm i/d as per P.H Standard design

Size (b) 200mm i/d as per P.H Standard design

Providing and Fixing GI Sheet Floating Arm with drum complete with CI Swiable bend and base plate, CI D/F Sluice valve with key, length of Arm 4.50 m Size 200mm i/d

Credit of old dismentaled material. (Ch-3) of old S&S tanks (i) Bricks

(ii) Bricks Bats of old S&S tanks and boundary wall

Credit of old dismentaled material. (Ch-3) of old boundary wall (i) Bricks

Credit for dismentaled material such as Bricks, brick bats, wooden door and window, steel reinforcement L.S. (Analysis-2) of old Pump Chamber

Credit for existing non functional 1 no clear water pump set and 1 no raw water pump set

Providing & Fixing Electric fan & Regulator etc.

Providing & Fixing Tube Light Fitting 40W X 1.20 M Long on wall etc

Providing & Fixing CFL Tube 23 W

Providing and Fixing CI T-Type Cowl 150mm i/d

Construction of one no. R.C.C., O.H.S.R of 50 cum capacity having height 25 mtr upto FSL including Extra Provision for variation from Standard Height as 20 mtr.to 25mtr. for 50 cum capacity of OHSR, including the cost of inlet, outlet, overflow & scour vertical pipes, CI duck foot bends, expansion joints, puddle collar, lightening conductor, earthing, MS steel ladder of tank portion stair case with GI pipe railing on both sides ventilation, The specifications & drawing are based on safe bearing capacity of soil of 8.75 tonnes per sqm. The soil bearing capacity has been tested at site on 24-11-2020 and The safe net allowable bearing capacity for circular raft 6.00m diameter at a depth of 1.67m from existing surface is 7.57 tonnes per sqm. The contractor shall submit his own design for foundation & Staging portion based on actual safe bearing capacity as per DWSS specifications including plinth protection.

Plinth Protection of existing OHSR cap 100000 litres

Repair of Existing OHSR such as Expansion joints & railing, P/F jali at Ventilator at Top, Cleaning of container & Scour pipe, painting of railing pipe, Angle iron pickets & vertical pipes complete in all respects.

P/F Aluminium Ladder inside in container of Existing OHSR

Providing & fixing lightening conducter and Earthing of existing OHSR

Providing, Installating, commissioning of Pressure sand filteration Plant capacity 30 cum/hour & operation and maintenance of Pressure Sand Filteration Plant of 3 months. Complete in all respects for water supply scheme Sappanwali Block Khiuan Sarwar Distt. Fazilka

Providing boundary Wall of 1.70 Mtrs. Height above NGL around the water works complete in all respects. (As per drawing and analyses attached)

Provision for 3.62 mtr. wide main gate & 1.22 Mtrs. wicket gate with masonry pillars complete in all respects. (As per drawing and analyses attached)

Provision for construction of footpath 2.00 mtr. wide with cement concrete Interlocking paver block 60mm thick of M-35 grade over 40mm thick compacted bed of coarse sand & filling the joints with fine sand. inside water works complete in all respects. (As per drawing and analyses attached)

Extra for Connection of New Laid pipe with existing pipeline.

Repair of leakage of existing pipeline including excavation of earth, bailling out water from trenches, providing fixing D-joints complete in all respects.

90mm o/d PVC pipe

80mm i/d AC Pipe.

110mm o/d PVC pipe

100mm i/d AC Pipe.

Providing & Fixing Sign Board at water works (As per drawing and analyses attached)

Providing fixing & testing centrifugal pumping set comprising reputed make electric motor 3 Ph 415 V, 50 Hz, directly coupled to pump reputed make motor pump horizontal split casing,, complete in all respect. Clear Water Pumping set Discharge = 16. 00 LPS, Head = 31 Mtr

Raw Water Pumping set Discharge = 16.00 LPS, Head = 7 Mtr

Disinfection unit electerically based dozing plant of sodium hypochlorite along with 200 ltr of sodium hypochlorite in container complete work.

Operation and Maintenance of Water Supply for 3 months after completion of works including cost of Alum, liguid chlorine and excluding Electricity charges.

M/S ASHOK KUMAR CONTRACTOR

GURNAM SINGH SO PALA SINGH

HARDEV SINGH AND CO.