Augmentation of Water Supply Scheme Jeeda Block Bathinda District Bathinda

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 85 Km) 6 km to 85 km (Item No. 5.2 (i))]

b) Gagger Sand (Av Lead 280 Km.) 6 km to 280 km

c) Bajri (Av Lead 280 Km.) 6 km to 280 km

d) Filter Media (Av Lead 280 Km.) 6 km to 280 km

Excavation in Soil (any type) using Hydraulic Excavator CK 90 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 upto 30m. (Item No. 6.6)

Earth filling :- Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 mtr. (Item No. 6.8 (a) (i))

Excavation in soil (any type) using Hydraulic Excavator CK 90 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 upt 30m (Item No. 6.19)

Dismantling of brick work tile masonary or tile lining. b) In Cement (Item No. 8.5)

i) Dismantling dry brick work

Dismantling Concrete or precast concrete d) Cement Concrete Plain 1:2:4 mix (Item No. 8.6)

b) Cement Concrete Plain 1:4:8

c) Cement Concrete Plain 1:3:6 mix

a) Lime Concrete, Cement concrete 1:6:12 or leaner

c) Reinforcement Cement Concrete.

Removing Doors and windows with chowkhats by making recesses in walls when the wall is not to be dismanteled. a) doors of area 3 sqm and below. (Item No. 8.26)

b) windows of area 3 sqm and below.

Scraping c) Cement Plaster (Item No. 8.31)

Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Item No. 8.43)

Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) (Item No. 9.1)

Centring and shuttering for faces of wall partion, retaining wall (vartical or batering) including attched pillars etc. (Item No. 9.2)

Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. (Item No. 9.8)

Cement Concrete 1:8:16 with40 mm gauge stone aggregate. (Item No. 10.6 (b) ii)

Cement Concrete 1:4:8 with brick balast 40mm gauge mixing by mechanical means using concrete mixer volumetric type (Item No. 10.10 a ii)

Cement Concrete 1:3:6 with stone ballast. Or shingle. (Item No. 10.12 a ii)

Cement Concrete 1:2:4 with stone ballast. Or shingle. (Item No. 10.13 a ii)

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 centering and shuttering in superstructure. (Item No. 10.20)

Reinforcement cement concrete M -30 Mechanical batch mixed using batch type concreate mixer as per IS : 1791 and vibrator by needly vibrator but excluding steel reinforcement centering and shuttering in super structure. (Item No. 10.22)

First Class brick work in cement sand mortar 1:5 in foundation and plinth. (Item No. 11.5)

First Class brick work in cement sand mortar 1:5 in first storey upto 4 metres above plinth level. (Item No. 11.6)

115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth. (Item No. 11.35)

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. (Item No. 13.13 i)

Providing and fixing cast iron 100mm dia, rain water pipe with screw and wooden plugs fixed on wall-face, including filling joints with spun yarn and cement mortar 1:2 excluding head and shoe etc. (Item No. 13.41)

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. (Item No. 13.42)

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. (Item No. 13.43)

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. (Item No. 13.45)

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. (Item No. 13.51)

Dry brick on edge paving sand grouted over 50mm thick earth and mud plaster. (Item No. 14.18)

40 mm thick grey terrazzo topping rubbed and polished to a granolithic finish under layer 34mm thick cement concrete 1:2:4 and top layer 6mm thick with 3 mm gauge white marble makrana chipping from indigenous marble laid in 1:1½ (50 kg of ordinary grey cement and 0.05 cum of white marble chippings.) (Item No. 14.25)

20mm thick grey terrazzo skirting or dado, rubbed and polised granolithic finish under layer 8mm thick cement sand plaster 1:3 and top layer 12 mm thick with 7mm to 10 mm gauge, white marble makrana chippings laid in 1:1½ (50 Kg of ordinary grey cement and 0.05 cum of white marble chippings) including rounding of junctions. (Item No. 14.43)

Providing and laying 50 mm thick factory made cement concrete interlocking paver block of M-30 grade machine made rubber moulded smooth finish with strong vibratory process or with vibrohydraulic compaction machine and of approved size and design / shape laid in Ordinary Grey and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge for Non traffic Areas and streets having width less than 3.05 mt. ( Also not to used over footoaths). (Item No. 14.136)

Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M-50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63 -2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge. (Item No. 14.140)

12.5mm C.P. 1:2. (Item No. 15.7)

12.5mm thick C.P. 1:4. (Item No. 15.9)

12.5mm thick C.P. 1:5. (Item No. 15.10)

Plastering on underside of ceiling 10 mm thick cement plaster 1:3. (Item No. 15.43)

Cement rendering on plaster 1mm thick (Item No. 15.48)

Cement Pointing 1:2 deep Veriety. (Item No. 15.59)

White washing three coats. (Item No. 16.3)

Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. two or more coats to give an even shade. (Item No. 16.13)

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. (Item No. 16.17)

Applying priming coat with metal primer on new steel or iron work including preparation of surface. (Item No. 16.20)

Hollock wood doors shutter windows shutter including hinges, screws, chocks, cheats, stops cords etc. complete fixed in position. A) Panelled, glazed or glazed and panelled. ii) 35 mm thick (Item No. 17.10 (xvii))

Steel work fixed independently without connecting plates including hoisting & fixing in position. C) Tees, angle & channels. (Item No. 18.1)

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. (Item No. 18.4)

Bolts and nuts of all sizes and length required. (Item No. 18.15)

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. (Item No. 18.18)

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. (Item No. 18.24)

Excavation by mechanical means (JCB) or Hydraulic excavator ) in trenches for pipe line 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 and watering including the cost of dewatering of rain water, diversion for traffic, night signals, providing & fixing caution boards, corrsing over trenches for access to the houses watching, fencing etc and removed of surplus soil out side/inside the town involving lead upto 15 meter complete in all respects. (a) Earth work upto 1.5 mtr depth for In all classes of soil except rocky. (Item No. 28.2)

(b) Exceeding 1.5 Mtr. depth but not exceeding 2.25 Mtr. Depth (i) In the all classes of soil expect rocky

© Exceeding 2.25 Mtr. depth but not exceeding 3.00Mtr. Depth (i) In the all classes of soil expect rocky

Providing, Laying,Fixing & Jointing of P . V. C Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. xv) 110 mm o/d (Item No. 28.13)

xvii) 200 mm o/d

xviii) 250 mm o/d

Providing, Stringing out, cutting, jointing and testing of CI Double flanged Pipes with casted flanged as IS : 7181 Class B (ISI marked with prior approval of Engineer-in-charge) and laying the same in trenches to correct alignment and gradients, jointed with nut bolts, rubber insertion fitted complete including all cartage. e) 200mm i/d pipe lines laid complete. (Item No. 28.21)

Providing, Stringing out, Cutting, jointing and testing of ISI marked DI Double flanged Pipes with screwed, flanged as per IS 8329-2000, Class K-9 and laying the same in trenches to correct alignment and gradients, jointed with nut bolts & rubber insertion joints fitted complete including all cartage. e) 200 mm i/d (Item No.28.23)

Supplying and laying CI Specials as per IS : 1538 complete as desired by Engineer-in-charge conforming to ISI specification. A) CI Specials Up to 300 mm i/d i.e. Puddle collar etc. (Item No. 28.24)

Supplying and laying DI Specialsfitting as per IS : 9523/2000 (ISI marked with prior of approval of engineer incharge)class K-12 suitable for tyton joint with external bitumen coating and cement morter lining scafolding tools and plants roaps guy etc complete in all respect. a) DI specials upto 300 mm i/d (item No. 28.25)

Providing & fixing CI/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts slucie 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 a) 80mm i/d Sluice Valves Flanged (Item No. 28.27)

b) 100mm i/d Sluice Valves Flanged

c) 150mm i/d Sluice Valves Flanged

d) 200mm i/d Sluice Valves Flanged

Providing & fixing ISI Marked Non return valve 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 valves class PN-1.6 is used instead of class PN-1.0, than 5% will be paid extra. B) Class PN-1.0 as per ISI with Gun Metel flap e) 200mm i/d Non-return valve (Item No. 28.31)

Providing fixing & jointing cast iron Surface box for Sluice valve, air valve, fire hydrand etc. including all carriage complete. (Item No. 28.32)

Providing and laying, jointing, fixing, testing ISI marked G.I. Pipe (as per IS 1239) B-Class, perimum make such as (Jindal, Hisar) including cost of specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete. e) 40 mm i/d (Item No. 28.36)

Providing, fixing and jointing ISI marked Gun-metal peet valves (Heavy Pattern) as per IS:778 with hand wheels, on G.I. Pipe lines laid in the ground or inside buildings including all carriages complete. e) 40 mm i/d Gun metal peet valve heavy pattern. (Item No. 28.43)

Providing and placing in horizontal layers filtering media screened, washed and cleaned as described below :- (a) Top layer :- Fine sand screened, cleaned ans washed and graded (effective size 0.2 to 0.4 mm with uniformity co-efficient 2.00 to 3.00) from Pathankot or other approved source. (Item No. 28.51)

(b) 2nd layer :- Coursed sand screened, cleaned and washed and graded from 3mm to 6mm (from Pathankot or approved equivalent quarry).

© 3rd layer :- Bajri screened, cleaned and washed and graded from 6mm to 20mm (from Pathankot or approved equivalent quarry).

(d) 4th layer :- Bajri (Coursed) screened, cleaned and washed and graded from 20mm to 25mm (from Pathankot or approved equivalent quarry).

(e) Bottom layer :- Broken stone, screened, cleaned and washed and graded from 50mm to 75mm (from Pathankot or approved equivalent quarry).

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. (Item no.28.65)

Construction of masonary Sluice Valve Chamber excluding sluice valve cover as per standard design & drawing of public health department. A) 0.60 x 0.60 mtr. (Item No. 28.66)

b) 0.90x 0.90 mtr.

Hand boring Horizontly for crossing of pipe under road or any other obstacle by using Auger/ Bocki methed including excavation, stringing and jointing of pipe upto 160mm complete. (Item No. 28.71)

Supplying,fixing and testing at site Automatic electronic type water level indication system with gun metal float sensor and electrical cable suitable for three phase pump submersible/monoblock to be fixed on existing panel for OHSR complete in all respects. (Item No. 28.90)

Providing and fixing S.S Pressure Gauge complete as required complete in all respects. a) Dial dia mater 150mm calibration 0-16 kg (Item No. 28.121)

Earth work in excavation for storage and sedimentation tanks, high level tanks, filter beds, clear water reservoirs, pump houses, sumps, screening chambers and other similar works having straight or open cutting in foundation, tranches etc. With 3D Excavator/JCB including manually, dressing of bed, trimming of sides and side slopes to full dimension as shown on the drawing including dressing of bottom and sides of treanches, stacking of excavated, soil clear from the excavation and subsequent filling around plinth/structure including watering, dressing and disposal of surplus soil as directed up to 15 mtr. complete in all respects. A) Depth upto 1.50 mtr. BGL i) All classes of soil except rocky (Item No. 29.2)

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. (Item No. 29.27)

Proving & fixing 560mm ,500 mm,450 mm internal diameter circular or 450 mm x 600 mm clear inside opening rectangula RCC manhole cover & frame ISI marked as per IS 12592-2002 including carriage from the store of Engineer -in -charge to site of work loading unloading including stacking and setting the same to correct lines over manholes including cement conc copping (M20) around the frame etc dia of steel for lifting hook is 16 mm (for EHD and HD) A) RCC Manhole cover with frame a) 560 mm i/d RCC Mahole cover with frame as per ISI iii) Medium duty (Item no. 29.34)

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 minimum cross section as 23mm x 25mm and over all minimum length 283mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adaquated anchoring projections on tall length on 138 mm as per standard drawing and sultable to with stand the bend test and chemical resistance test as per specification. (Item No. 29.35)

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 (Four way 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) (Item No. 34.04)

ii) Wiring light point

iv) Wiring 6 Amp. wall socket point

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

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 aroundthe GI Pipe) with G.I. reducing socket including erection of the same, 4.50 metre (14.76 feet) below ground level with 20Kg. charcoal & salt mixture etc., up to 8 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 8Metre in length) (Item No. 34.13 (xiii))

Supplying and fixing 250mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel. (Item No. NS)

Providing & Fixing Orient Electric Apex-FX 1200mm Ceiling Fan (White) & Regulator etc. complete. (Item No. NS)

Providing & Fixing Crompton Slim Ray 18-Watt LED Tube Light (Cool Day Light) complete. (Item No. NS)

Providing & Fixing Syska SSK-SRL 15W B22 LED Bulb (Cool Day Light) complete. (Item No. NS)

Providing & Fixing CI assembly & flanged for CI Slucie valve and CI Bends. 80mm i/d (Item No. NS)

Providing & Fixing C.I. T - TYPE / Rose ventilator complete in all respects. (Item No. NS)

Providing & Fixing extended spindle complete in all respects. (Item No. NS)

Taking out filter media (top to bottom layer) from filter beds, washing & replacing the same after washing in filter beds etc. complete in all respect. A) Top Layer (Item No. NS)

b) 2nd Layer

c) 3rd Layer

d) 4th Layer

e) Bottom Layer

Washing the false floor slabs with brushing including shifting of slabs from drains & cleaning the drains etc. complete in all respect. (Item No. NS)

Providing & Fixing foot valve strainer complete in all respects.. (Item No. NS)

Providing , installing , testing & commissioning one No. Electronically actuated , Diaphragm Operated, Metering System, Chemical Dosing Chlorinator, suitable for delivering 0.5 to 6.0 Litres of Bleaching powder solution/ Sodium Hypo Solution per Hour under maximum delivery pressure up to 7 Kg /sqcm and suction lift not less than 1.5m , as per DWSS standard specifications. (Item No. NS)

Providing & Fixing Jali of OHSR. (Item No. NS)

Dismentaling existing steel ladder from water tank of 1 No. OHSR 150 Cum capacity & placing the same near pump chamber at site etc. complete. (Item No. NS)

Providing & fixing Aluminium Ladder inside the tank should consist of 60 cm wide ladder make from aluminium section LS 974 size, 66.68 x 31.75 x 4mm, weight 1.27 kg/mtr with steps made out of aluminium section H, SP 3024 Size 35 x 16.70 x 1.60 mm, weight 0.362 kg/mtr to be fixed one side in the top dome and other side in the bottom dome including liffiting from ground to vessel of the OHSR 150Cum Capacity etc. (Item No. NS)

Provision for repair of leakage of dome, side wall etc. All work complete. (Item No. NS)

Providing, fixing and testing centrifugal pumping set comprising Reputed make electric motor 3 ph 415 V, 50Hz, Directly coupled to pump reputed make motor + pump horizontal split casing with panel board consisting of Electric appliances. Such as automatic L&T starter, L&T Push Button, L&T volt meter and Amp. meter, ELCB Havells, Epcos shunt capacitors, Single phase preventer, L&T LED indicator, Kitkat Max. Complete in all respects. Raw Water Pumping Set Discharge 1134 LPM 11 mtr. Head

Clear Water Pumping Set Discharge 1134 LPM 32 mtr. Head

Providing, Laying,Fixing & Jointing of PVC Pipes 6 Kg f/sqm ISI Marked as per ISI- 4985 along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.including specials & excavation for pipe line in trenches and pits upto required depth and cover on pipe minimum 1 mtr. with earth etc. complete in all respects. (Ref. CSR items 28.13+28.2+28.18) a) 63 mm o/d (Item No. NS)

b) 90 mm o/d

c) 110 mm o/d

d) 160 mm o/d

e) 200 mm o/d

f) 250 mm o/d

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

Providing & fixing barbed wire fencing 3 ply rating with angle iron pickets including labour for stretching of barbed wire. (Item No. NS)

Providing house hold connection with water meter including laying, jointing, fixing, testing MDPE/GI Pipes (as approved by Engineer-in-charge) including cost of excavation, CI bib cock as per IS : 210 with stainless steel spindle, 15mm i/d GI Pipe 2.50 mtr. & 20mm o/d MDPE pipe 2.00 mtr. (length on average basis) 3" i/d clamp, GM Ferrule ISI marked connection of 15 mm i/d ferrule medium, specials such as tees, bends, sockets, elbows, nipples, union couplings, GI hooks etc. & gun metal peet valve (heavy pattern) on GI Pipe lines laid in the ground or inside buildings, cutting, threading, making hole in wall and testing in trenches in the ground. All materials should be approved make (to the approval of Engineer-in-charge) Complete in all respects including cost of carriage. (Refer CSR item No. 28.34b, 30.65b, 28.40a, 28.43a, 28.46) (Item No. NS)

Provision for internal wiring for machinery with PVC insulated copper wire in PVC pipe. (Item No. NS)

Providing & fixing MS Hooks. (Item No. NS)

Provision for compensation of earth, spreading, laying, watering compacting with road roller/hammer complete. (Item No. NS)

Providing for Sign Board for Water supply scheme. (Item No. NS)

Operation & Maintenance of Water Supply For 3 months Including energy charge. (Item No. NS)

Credit for old dismantalled Material i.e. brick bats, Steel Scrap etc. ( - ) (Item No. NS)

MITTAL CONSTRUCTION COMPANY

GURMAIL SINGH CONTRACTOR