Construction of Separate Water Supply Scheme for Village Mansa Kalan to be bifurcated from existing Water Supply Scheme Burj, Bloc Maur, Distt Bathinda

Item Wise Description :

Carriage of Surkhi, sand, bajri, ballast, stone, boulders, kankar, building rubbish Carriage of material excluding initial lead of 5 Km Jalalabad Sand (Av. Lead 130 Km) Up to 40 km C.S.R. item No. 5.2 (i)

41 km to 60 km

61 km to130 km

b) Gagger Sand (Av Lead 340 Km.) Up to 40 km

41 km to 60 km

61 km to 150 km

150 km to 340 km

C) Bajri (Av Lead 340 Km.) Up to 40 km

41 km to 60 km

61 km to 150 km

150 km to 340 km

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing but excluding cost of rolling. (CSR Item No. 6.2 (g))

Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing but excluding cost of rolling. & Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction (CSR Item No. 6.2 (g) i+ii)

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 masonery in 15cm layer with compaction including disposal of all surplus soil as directed with in a lead of 30 mtrs. (CSR Item No. 6.6)

Earth Filling:- (a)(i) 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. (CSR Item No. 6.8)

Excavation in soil (any type) using Hydraulic Excavator CK 90 and Tippers with Disposal upto 450 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead up to 450m. (CSR Item No. 6.21)

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

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

Centring and shuttering for sides & soffits of beam, beams launchings, girders bressumers, lintels etc. (CSR Item No. 9.6)

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

Cement Concrete 1:8:16 with Brick Bllast 40mm gauge using concrete mixer volumetric type (CSR Item No. 10.6(a)ii)

Cement Concrete 1:8:16 with40 mm gauge stone aggregate using concrete mixer volumetric type. (CSR Item No. 10.6(b)ii)

Cement concrete 1:4:8 with stone aggregate 40mm gauge using concrete mixer volumetric type. (CSR Item No. 10.10 (b) ii)

Cement Concrete 1:2:4 with stone ballast. Or shingle. (CSR Item No. 10.12 ii)

Reinforcement cement concrete M -20 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. (CSR Item No. 10.21)

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. (CSR Item No. 10.23)

DPC 4 cm thick of cement concrete 1:2:4 with two coats of bitumen 20/30 at 1.65 Kg/sqm. Laid in hot and sanded. (CSR Item No. 10.28)

DPC 25mm thick of cement concrete 1:2:4 with two coats of bitumen 20/30 at 1.65 Kg/sqm. Laid in hot and sanded. (CSR Item No. 10.30)

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

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

115 mm thick brick wall laid in cement mortar 1:4 without reinforcement in foundation and plinth. (CSR 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. (CSR Item No.13.13)

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. (CSR 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. (CSR 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. (CSR 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. (CSR 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. (CSR Item No. 13.51)

Conglomerate floor 40mm thick cement concrete topping 1:2:4. (CSR Item No. 14.6)

Conglomerate floor 50mm thick cement concrete rate 1:2:4on 100mm thick Cement concrete 1:8:16 & 100mm sand filling. (CSR Item No.14.10)

Dry brick on edge paving sand grouted over 50mm thick Earth & mud plaster (CSR Item No. 14.18-15.56)

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

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

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

10mm thick C.P. 1:3 under Ceiling. (CSR Item No.15.37)

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

12.5 mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65 kg per sqm laid hot and sanded. (CSR Item No.15.49)

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

Cement Pointing 1:2 flush on flat brick flooring. (CSR Item No. 15.67)

White washing three coats. (CSR Item No.16.3)

Finishing walls with exterior decorative cement based paint such as snowcem, robbiacem etc. (CSR Item No. 16.14)

Applying pink primer or aluminum priming coat on wood work including preparation of surface knotting and stopping etc. b) With Ordinary Quality Paint (CSR Item No. 16.17)

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 (CSR Item No. 16.18)

Applying priming coat with metal primer on new steel or iron work including preparation of surface. b) With Ordinary Quality Paint (CSR Item No.16.21)

Painting two coats including priming coat with ready mixed paint for metallic surface in all shades on new steel or iron work. b) With Ordinary Quality Paint (CSR Item No. 16.22)

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 (Double leaf) ii) 35 mm thick (CSR Item No.17.10 (iii)

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 (CSR Item No.17.12)

Cost of Aluminium fittings complete for doors,windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt) ii) For shutter area above 0.50 sqm (CSR Item No.17.23)

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

Wrought iron mild steel ladder. (CSR Item No. 18.4)

Bolts and nuts of all sizes and length required. (CSR 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. (CSR 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. (CSR Item No.18.24)

Brick lining 7.5cm thick in 1:3 cement sand mortar over 12.5 mm thick baseplaster 1:6 over dressed sub-grade including laying, trenching and jointing of low density polyethylene. b) On Side Slope (CSR Item No. 19.27)

115 mm thick brick on edge lining in herring bone bond/zig-zag or other specified pattern laid in 1:3 cement sand mortar over LDPE over 12.5 mm thick base plaster 1:6 over dressed sub grade including laying, trenching and jointing of low density polyethylene. b) In Bed (CSR Item No.19.32)

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. (CSR Item No.28.2)

Exceeding 1.5 Mtr. depth but not exceeding 2.25 Mtr. Depth (b) (i)In the all classes of soil expect rocky (CSR Item No. 28.2)

Exceeding 2.25 Mtr. depth but not exceeding 3.00Mtr. Depth (c) (i) In the all classes of soil expect rocky (CSR Item No. 28.2)

Exceeding 3.0 Mtr. depth but not exceeding 4.50 Mtr. Depth (d) (i) In the all classes of soil expect rocky (CSR Item No. 28.2)

Exceeding 4.5 Mtr. depth but not exceeding 6.00 Mtr. Depth (e) (i) In the all classes of soil expect rocky (CSR Item No. 28.2)

Suppling and fixing of ISI Marked CI D joint (Complete with nut bolts and rubber ring) as per IS : 8794 for repair of pipe line including cutting jointing and testing etc but excluding cost of excavation complete. a) 80 mm (CSR Item No.28.10)

b) 100 mm (CSR Item No. 28.10)

c) 150 mm (CSR Item No. 28.10)

d) 200 mm (CSR Item No. 28.10)

Providing, Laying,Fixing & Jointing of P.V. C Pipes as per ISI- 4985 (ISI marked with 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. 4kgf. / sqcm xxi) 90 mm o/d (CSR Item No. 28.13)

xxiii) 160 mm o/d (CSR Item No. 28.13)

xxiv 200 mm o/d (CSR Item No. 28.13)

6kgf. / sqcm xvii200 mm o/d (CSR Item No. 28.13)

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. d) 150mm i/d pipe lines laid complete. (CSR 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. a) 80 mm i/d pipe lines laid complete (CSR Item No.28.23)

d) 150 mm i/d pipe lines laid complete (CSR Item No. 28.23)

e) 200 mm i/d pipe lines laid complete (CSR Item No. 28.23)

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 (CSR 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 (CSR Item No. 28.27)

b) 100mm i/d Sluice Valves Flanged (CSR Item No. 28.27)

c) 150mm i/d Sluice Valves Flanged (CSR Item No.28.27)

d) 200mm i/d Sluice Valves Flanged (CSR Item No. 28.27)

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 rubber flap (CSR Item No. 28.31)

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 (CSR Item No. 28.36)

Providing and fixing GI union coupling (of approved make with approval EIC ) as per IS 1879 in GI pipe lines complete in all respect e) 40 mm i/d GI union (CSR Item No. 28.40)

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 (CSR Item No. 28.43)

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. (CSR Item No. 28.66)

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. (CSR Item No. 28.71)

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 complete in all respects. (CSR 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 (CSR Item No. 28.121)

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 e) 150 mm i/d cast iron foot valves (CSR Item No. 28.131)

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. (CSR Item No. 29.29)

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) 560 mm i/d RCC Mahole cover with frame a) Extra Heavy Duty (CSR Item No. 29.36)

C) Medium duty (CSR Item No. 29.36)

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. (CSR Item No. 29.37)

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 i) 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). (CSR Item No. 33.03)

ii) Wiring light point in PVC insulated copper conductor single core FRLS cable (ISI marked) overall 1.5 sq. mm, 1100volts grade. (CSR Item No. 33.03)

iv) 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. (CSR Item No. 33.03)

vi) Wiring 3 pin 16/20 amp. power plug control and switch. (CSR Item No. 33.03)

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:- a) 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 metre below ground level with necessary charcoal & salt mixture etc., up to 13 metre in length (including boring & refilling). (CSR Item No. 33.13 (ii))

Non Schedule Items NS) Supplying and fixing 200mm i/d Galvanized iron sheet floating arm 5.20 mtr long including sluice valve, survivel bend, floating drum, extended rod with hand wheel.

NS) i) Model of Pressure Sand Filter Suitable for 6000 population in SAF 1500. Supplying, Installation, commissioning of Pressure sand filteration Plant capacity 30 cum with on uncleaning filter, Pressure sand filter plant should be designed & manufactured with good engineer practice to provide quality water of drinking grade as per standard given in DNIT for raw water anaylsis & treated water quality results, requires raw water pump sets with valves reputed make, inter connecting pipe line and valve electronic works, Transport Charges, Pressure gauge,control panal switches etc. const. of steel shad for covering the plant with steel frame & fiber as suitable size & other related works as per Technically specifications and commissioning material including 3 month Operational & Maintinance complete in all respects to the satisfaction of engineer- in - charge.

NS) 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

NS) Providing & Fixing Orient Electric Apex-FX 1200mm Ceiling Fan (White) & Regulator etc. complete.

NS) Providing & Fixing Crompton Slim Ray 18-Watt LED Tube Light (Cool Day Light) complete.

NS) Providing & Fixing Syska SSK-SRL 15W B22 LED Bulb (Cool Day Light) complete.

NS) Providing & Fixing 100mm i/d C.I. T - TYPE / Rose ventilator complete in all respects.

NS) Providing , installing and commissioning of 2 No. electrically centrifugal driven pump set capable of delivering 960 LPM against a head of 30 Mtr & 8 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. a) Clear Water Pumping Set Discharge 960 LPM 30 mtr. Head

NS) b) Raw Water Pumping Set at Sump Discharge 960LPM 8 mtr. Head

NS) Construction of one no. R.C.C circular type O.H.S.R of 150000 Ltrs.capacity with sill level not less than 20.50 mtr. height upto FSL 25.00 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 complete in all respects.

NS) Dismantling brick of flanged stone flooring without concrete base and recondition.

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

NS) 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.

NS) Provision for making Water Connection to house hold which fall on propesed/existing water supply pipe line i.e. Providing & fixing MS clamp, GM feerule, GI 20 mm i/d 2.50 mtr and specials. complete in all respects.

NS) 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 respects.

NS) Providing & Fixing C.I. assembly & flanged for CI sluice valves & CI bends complete in all respect i) 80 mm i/d

ii) 100 mm i/d

iii) 150 mm i/d

iv) 200 mm i/d

NS) 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.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. a) 63 mm o/d

b) 90 mm o/d

c) 110 mm o/d

d) 160 mm o/d

e) 200 mm o/d

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

NS) Provision for making foundation for raw water set & Clear Water set.

NS) Providing & fixing Rubber Jain complete in all respects

NS) Providing & fixing MS Hooks.

NS) Provision for Sign Board Size 1.60 x 2.70 mtr. Including painting & writing Complete in all respects.

PREM CHAND GOYAL CONTRACTOR

PANKAJ ARORA CONTRACTOR