Aug of LWSS Khorni Nallah to Barthata Kathasu and construction of sustainability structure and reservoir from Khorni Nallah to Mural vill Batar Barjai Stai Badhal 2 and Khara in GP Barthata Kathasu Tehsil Jubbal

Amount

Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge.

Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm (Forty millimeter nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads & lifts as per direction of Engineer - in charge.

Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.

Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.

Foundation, footing base of column and mass concrete

Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like.

Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness .

Column, pillar & poat upto floor two level square, rectangular and polygonal in plan.

Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.

Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-In-Charge.

Providing and laying cement concrete 1:1:2 (1cement :1Sand: 2 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in

Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.

ii) Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads & lifts as per direction of Engineer - in charge.

Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.

Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.

Arches up to 6.00 Mtrs span.

Landing, shelves and their support balconies, beams, girder bressumer cantilevers upto floor two level

Column, pillers and post upto flooe two level.

Providing mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.

Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.

Brocken stone 50mm to 75mm

Bazri 20mm to 25mm

Bajri 6mm to 20mm

Bottom layer broken stone 3mm to 6mm

Effective size 0.20mm to 0.40mm and uniformity 3.00

Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.

Laying and jointing of G.I pipes (light class) for inlet, outlet and scour pipe including all leads amd lifts and entire satidfection of Engineer-in-Charge. 32mm dia.

Providing & fixing of copper alloy full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. 32 mm dia.

Steel work welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint etc. with in all leads and lifts as per the direction of the Engineer in charge.

Providing from work of ordinary timber plankings so as to give a rough finish including , shuttering , strutting and propping etc. height of propping and centring below supporting floor to ceilling not exceeding 4 Mtrs. Height and removal of the same for insitu reinforcement work is: -

Arches up to 6.00 Mtrs span.

Providing in RCC Smooth finishing of the exposed surface with cement mortar 1:3 (1 Cement: 3 Sand) with in all leads and lifts as per the direction of the Engineer in charge.

Laying and jointing GMS pipes (Light class) of various dia meret for inlet, outlet and scour pipe including all leads, lifts and carriage of material at site and as directed by the Engineer-in-Charge. (50mm dia).

100 mm dia.

Providing nad fixing C.I. sluice valve with hand wheel as per IS 780 class 1.00 300mm dia including brass spindal and as per IS 2906 class-II diameter more than 300 mm complete with bolt nuts rubber insertion etc (the tail piece if required shall be measured and paid seperately)Class Pn-1.0

100 mm dia.

Half Brick masonary using common burnt clay building bricks above plinth upto floor two level in cm 1:4(1cement: 4sand)conventiohal brick first class within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge. (Profile A)

Providing and fixing Pannelled and glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hinges with necessary screws 40mm thick: 2nd class deodar wood.

15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:6 (1cement: 6sand) within all leads and lifts and as directed by the Engineer-in-charge.

6mm thick cement plaster in CM 1:3 (1 Cement: 3 Sand).

White washing with lime on decorated wall surface two coats to give and even shade including throughly brooming the surface to removel of all dirt dust mortor dirt and other foreign matter within all leads and lifts as per the directions of the Engineer in charge.

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surfaceto give an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters.

Cement concrete flooring 1:2:4 (1cement : 2 Sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement 40mm thick with in all leads and lifts as per the direction of the Engineer Incharge.

Applying priming coat over new wood and wood based surface after and including preparing the surface by throughly cleaning oil grease & dirt and other foreign matters.

Painting two coats(excluding priming coat) on new wood and wood based surfaces with ready mixed paint brushing to give even shade including cleaning all dirt, dust and other foreign matters white paint within all leads and lifts and as directed by the Engineer-in-charge.

Providing and fixing of MS grill of required patttern in wooden frame of window etc. with MS rounded headed bolts and nuts or by screw: Plain Grill.

Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge.

Providing and fixing anodized aluminium sliding door bolts withnuts and screws complete I) 250mmX16mm

Providing and fixing anodized aluminium tower bolts barrel type with screws etc. complete.

I) 200mmX10mm

ii) 150mmx10mm

Providing and fixing anodized aluminium handles with screws etc. complete.

I)125mm dia

ii) 100mm dia

Providing 40x3 mm flat iron hold fast 40cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x10x15cm. 1:3:6( 1cement:3sand:6 graded stone att. 20mm nominal size) within all leads and per the directions of the Engineer in charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size) i/c finishing the top surface of concrete smooth within all leads and lifts and as directed by the Engineer-in-charge.

Steel work welded in built up sections, trusses and framed work,including cutting,hoisting ,fixing in position and applying a priming coat of red lead paint in grating framed guard bars, ladders, railing, brackets and similar work with in all leads and lifts as per directed by the Engineer-in-Charge.

Providing corrugated G.I. sheet roofing fixed with galvanised iron J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. Limpet washer filled with white lead complate excluding the cost of purlines rafters and trusses with in all leads and lifts as per the direction of the Engineer-in-charge.

Providing ridge or hips 60 cm over in plain galvanised iron G.I Sheet fixed with iron J.or L. hooks bolts and bolts & nuts 8mm diameter with bitumen and G.I. Limpet washers complete.

Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge.

Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)

15 mm dia.

20 mm dia.

25 mm dia.

32 mm dia.

50 mm dia.

65 mm dia.

80 mm dia.

Laying, butt welding and testing of ISI marked steel tubes plain ended in trenches of following dia as per IS 1239-2001, including jointing the pipes with butt welding at both the ends according to relevant BIS standards/approved specifications including manufacturing reducers/tapers, all short pices and bends as per site requirement and made from parent tubes ( to be measurer and paid alongwith pipes. Bends shall be manufactured in such a way that not more than 111/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge. The damaged portion of galvanization due welding shall be provided with anticorrosive treatment by providing two coats of bituminous paint over priming coat as per AWWA specification C-203-1978. (Earth work to be measure & paid for separately). Dia RD Wall Th. F. Table Grade

100mm 0-1500 4.50 5 G.I (M)

100mm 1500-3000 4.50 17 G.I (M)

100mm 3000-4000 4.50 28 G.I (M)

100mm 4000-4872 4.50 17 G.I (M)

Providing and welding MS flanges as per table below conforming to IS:6392-1971( latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of MS nuts and bolts as per IS: 1369-1967 and compressed asbestos fiber jointless gaskets sheet not less than 3mm thick as per IS: 2712-1965. The welding of flanges to be done in three layers ( two out side+one inside)to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. Dia RD Wall Th. F. Table Grade

100mm 0-1500 4.50 5 G.I (M)

100mm 1500-3000 4.50 17 G.I (M)

100mm 3000-4000 4.50 28 G.I (M)

100mm 4000-4872 4.50 17 G.I (M)

Providing & fixing of copper alloy full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge.

15 mm dia.

20 mm dia.

25 mm dia.

32 mm dia.

50 mm dia.

65 mm dia.

Providing and ficing double flanged cast iron sluice valve of folloeing dia of Kirlosker/ Leader/ Kartar make confirming to BIS 1414/ API-600 various class including companion sheet gasket 3 mm thick with MS flange of table - 28 as per IS 6392-1971 i/c welding of MS flanges in three layers on both faces to make the joint leak proof and capable of withstanding nominal seat pressure of 21.00 kg/cm2 with update amendments i/c carriage within all leads and lifts and as per directed by the Engineer-in-charge.

100 mm dia.

80 mm dia.

Providing and fixing double flanged air valve (Isolating type) double orifice with rubber ball 50mm dia of BIR make confirming to BIS 14845 with upto date amendments within all leads and lifts and as per directed by the Engineer-in-charge.

100 mm dia.

Providing and fixing drain/scour valve of BIR make confirming to BIS 14845 with up to date amendments as per direction and within all leads and lifts and as per directed by the Engineer-in-charge.

100 mm dia.

Brick work using common burnt clay building bricks in foundation and plinth in :- Cement Mortar 1:4 (1:cement: 4 Sand) 2nd class bricks with in all leads and lifts as per the directions of the Engineer in charge.

Fixing of fencing pannel of size 1.50 x 1.20 Mtrs. Consisting of wire mesh 25 x 25mm welded to M.S black tube of 32mm dai of 14 gauge thick with M.S Flats 20*3 mm including cutting welding painting with enamel paint other than white, including hold fast of size 32*5mm fiat complete in all respects the jali of 25*25mm should be fixed in 1.50*1.20m the work should be executed as per the entire satisfaction of the Engineer in charge

Replacing, commissioning & testing of spindle, horizontal/Redial split casing/end suction (Back full out arrangement) Single/ double/ Multistage centrifugal pump in series/ perrel of recommended make such as of standard make such as D-35 WASP confirming to BIS 1520-1980 (latest with upto date ammendments) read with BIS 9137-1978 or latest edition for suitable for lifting water for under mentioned characterstics with crompton impeller, proming fummels casing ring and shaft sleves of bronze shaft of suitable casing couple directly through a flexible cast steel/ base plate (base plate to be from the manufacturer of the flexible coupling on a comman cage screen protected drip proof induction motor/ motor of standard make such as Kirlokar/ BEHL/ NGEF/Crompton/ Siemen/Jyoti of 2900 RPM and suitable for operation on 400 (+/-) 5% volt 50 cycles/ at least +10% in excess of the maximum power required by the pumps in the operation range of (+)10 and (-) 25% of the duty point head. The motor/motors as per IS 325-1978 with up to date ammendments read with IS 900-1972. The starting current of motor shall be limited. It should include cost of painting etc. and should meet the following requirements. Duty Conditions: Pump Type : MOVI 32/10 Discharge : 12m3/h Total Head : 240 Mtr. Dia of R/main : 50 mm dia. Length of R/main : 950 Mtr.

Complete automation, design and fabrication of pannel with 30% extra space for any futur addition of technology, autimatic control with all logic to meet the protections such as single phase preventor dryrun protection auto phase corrector (in case of phase reversal), under and over voltage protection. Tha panel should have all type of digital metering such as phase indicator, hour meter, volt meter, ampere meter, kwh, frequency meter, water tank level along with user interface of single user interface of (preferably 8" colour touch screen or equivalent). The panel should have MCCB of appropriate caapacity (Make: L&T, Havels, Seimens, Schneider, etc.) embedded electronic controller with following function. 1. Enable user to program start/ Stop pump as per timing with soft/ VFD starter programmed in PLC. 2. Autometic program should work in two modes. Viz~ mannual mode autometic mode. Manually mode allows the pump to start/ stop independentaly. Automatic mode allows complete automatic functioning as per PLC commands with level control of supply tank.

Sanjeev Dulta

VIRENDER THAKUR CONTRACTOR