Construction of Umarukhurd Water Supply Scheme in Block Khatima Distt Udham Singh Nagar including Five-year Operation Maintenance and Management on pre-defined Performance standards

Amount

CIVIL WORK

Providing of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes (conforming to IS code: 8329), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985. Proper testing, commisioning and in all respects with the satisfaction of Engineer-in-charge. - For Rising Main (D.I., K-7)

Providing of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes (conforming to IS code: 8329), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985. Proper testing, commisioning and in all respects with the satisfaction of Engineer-in-charge. - For Distribution System (D.I., K-7)

Providing, laying & jointing D.I. specials of class K-12 suitable for push-on jointing (conforming IS code: 9523-2000), including supply of 'EPDM' rubber gaskets confirming to IS code: 5382-1985 and, etc. complete in all respects with the satisfaction of Engineer-in-charge

Providing of all material, Carting from site of work, Lowering into trenches with true to alignment, Laying & Jointing with electrofusion specials of full lenghts of HDPE Pipes of specified grade as per IS code:4984-1995 & specifications (including supply of jointing materials) and Proper testing, commisioning & in all respects with the satisfaction of Engineer-in-charge. - For Distribution System (HDPE, PE-100 & PN-6)

Excavating in soil mixed with single boulders etc. requiring the use of specials T&P, if any, for pipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches complete in all respects with the satisfaction of Engineer-in-charge.

Making connection for consumers to the connecting main including necessary excavation, drilling hole to the main pipe line, providing and fixing saddle, required size brass ferrule, stop cock, bends, adapters, unions etc. with providing and laying required size G.I. pipe from connecting main up to the consumer house, giving satisfactory water tightness test for the complete assembly etc. complete in all respects with the satisfaction of Engineer-in-charge. - up to 25mm size.

Providing Multijet water meter with RF/LORA wireless module for Walkway/Fixed AMR , dry dial, vacuum sealed, leak proof, suitable for 50 dgree C temperature, duly sealed against tampering, complete with couplings on both ends conforming to class -B as per ISO-4064, along with manufacturers test and guarantee certificate.

15 mm dia. (for domestic)

25 mm dia. (for commercial)

Necessary excavation, refilling, Inserting and fixing domestic water meters with meter box, including all necessary material, giving satisfactory water tightness test for the complete assembly etc. complete as directed by engineer-in-charge - up to 25mm size.complete in all respects with the satisfaction of Engineer-in-charge.

Supply Handled / Fixed Device (for data receiving from RF/LORA wireless Module & data uploading to computer) and along with manufacturers test and guarantee certificate.

Supply of bulk water meter (Ultrasonic Water flow meters with battery operated) with vacuum sealed, leak proof, suitable for 50 dgree C temperature, duly sealed against tampering, complete with Liner - Rubber; Connection - Flange; Display - Flow rate + Totalizer, etc., along with manufacturers test and guarantee certificate.

Providing, fixing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523. (including all jointing materials like flanged socket, flanged spigot, rubber gaskets, nut bolt, etc.) and satisfactory water tightness test for the complete assembly etc. complete in all respects with the satisfaction of Engineer-in-charge.

Supply and instalation of MDMS (Meter data management Software) for record the meter reading, notification in meter probllem, billing, reports, data history management, etc. of whole water supply scheme, complete in all respects with the satisfaction of Engineer-in-charge.

Constructing masonry Chamber 150x150x150 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4(1 cement: 4 coarse sand ) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3(1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks

Supplying and Fixing of Fire Hydrant 80 mm dia Confirming to IS: 5290(Flanged) including Construction of masonry Chamber 90x90x100 cm as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge.

Constructing R.C.C. Chamber 100x100x100 cm, inside, with RCC top slab 1:1.5:3 mix (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and necessary excavation foundation concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size). including all material, specials, labour, T&P, as per type design and drawing complete in all respects with the satisfaction of Engineer-in-charge. : - With F.P.S. bricks (For Pressure Meter)

SITC of controller with remote communication facility, smart pressure sensor (IP-67), isolation transformer, suitable solar panels with battery and cabling as required at 5 points. complete in all respects with the satisfaction of Engineer-in-charge.

Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete in all respects with the satisfaction of Engineer-in-charge - for bituminous road

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead complete in all respects with the satisfaction of Engineer-in-charge. - for Nominal concrete 1:3:6 or richer mix.

Reinstatement of BM/SDBC Road as per actual site requirement and as directed by Engineer-in-charge after laying of pipeline. including cost of material, labour and T&P complete in all respects with the satisfaction of Engineer-in-charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). Base of CC Road. complete all as per technical specification and complete in all respects with the satisfaction of Engineer-in-charge

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per technical specification and complete in all respects with the satisfaction of Engineer-in-charge - Cement concrete prepared with batch mixing machine.

Providing and laying dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks, all complete as per manufacturer's specifications & direction of Engineerin-Charge.

Constructing RCC Thurst Block at of pipe lines. including cost of material, labour and T&P in all complete as per type design and satisfaction of Engineer-in-charge.

Repairing of nala/drain at the time of laying of pipe lines. including cost of material, labour and T&P in all complete as per type design and satisfaction of Engineer-in-charge.

Construction of Pump House (3.5m x 4.5m) including supply of all materials, labour, T&P, etc. complete as per type design, drawings & quantity separately attached and satisfaction of Engineer-in-Charge

Design, Construction, supply of all materials, labour, T&P etc. of R.C.C. O.H.T. of 2250 Kl & 23m staging with 30 cm free board and submission of detailed structural drawings before starting of work, including 1.00 m wide two column R.C.C. stair case as an access to the balcony & top dome from G.L. and 1 m wide R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder clear height 1 m at a distance of 1.25 m c/c, on periphery of balcony (junction of conical wall & container vertical wall) & on top dome periphery also MS ladder from top dome to the floor inside of the tank of 65x65x5 mm angle iron and 20 mm dia plain MS bars@25 cm c/c welded etc. with suitable hand rail etc., 600x600 mm M.S. M.H. cover with locking arrangement, making 1200 mm dia RCC ventilator on top dome covered around with mosquito proof jali, lightning conductor as per latest electricity rules/codes, automatic water level indicator and 'supply & fixing of CI D/F pipes of class B as per IS specifications for outlet, inlet, over flow and wash out pipes of requires sizes with necessary puddle collars, duck foot bends, sluice valves including construction of sluice valves chambers, pipe pieces (including cost of materials), clamping of vertical pipes with MS clamps of size 50x6 mm at 1.50 m c/c. flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder M.S. M.H. cover, supply & fixing of gate at the entrance of stair case etc. complete with painting of all parts with three coats of approved water proofing (snowcem)/enamel paint of required quality and shade over a required type of base coat, testing, filling water as many times as required for testing and water tightening purposes etc. including. Supply of vertical pipes and specials, including testing of bearing capacity of soil for upto 8 MT/sqm. complete in all respects and as per satisfaction of Engineer in charge

Construction of Site Office cum Control Room of Regular Maintenance and Grievance Redress Center including supply of all materials, labour, T&P, etc. including Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, Treatment of soil under existing floors using chemical emulsion @ hole, 300 mm apart including drilling 12 mm diameter holes and Providing and laying cement mortar 1:2, Providing and laying in position cement concrete of specified grade cost of centering and shuttering. - All work upto plinth level 1:4:8, Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4, Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement. - 0.30 bag of cement per sqm of 40 mm thick DPC - water proofing material @ 1kg/bag, Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level - 1:1.5:3, Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 degree landings, balconies, shelve chajjas, lintels, bands, plain window sills, staircases and spire stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3, all works and other remaining according to type design, drawings and quantity separately attached complete and as per satisfaction of Engineer-in-Charge

Construction of Boundary Wall and 04 no. Gate :-

Construction of Boundary wall for OHT & Tube Well supply of all materials, labour, T&P, etc. complete as per design, drawing and satisfaction of Engineer-in-Charge

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required in Gate. complete as per type design and satisfaction of Engineer-in-Charge

Painting Steel work for gate with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. (2.50m wide and 2.00 height Gate). complete in all respects with the satisfaction of Engineer-in-charge.

Construction of 03 no. Canal (Wide 07m, 10m & 48m), supply of all materials, labour, T&P, etc. complete as per design, drawing and satisfaction of Engineer-in-Charge.-

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. - All Kind of Soil

Dry stone pitching 22.5 cm thick including supply of stones and proper ramming included preparing surface complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering (All work upto plinth level) - 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). For any type of CC

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). For any type of RCC

Reinforcement for R.C.C. work including straightening, cutting, bend in position and binding all complete. For reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars

Centering and shuttering including strutting, propping etc. and removal of form for all heights - Foundations.

Centering and shuttering including strutting, propping etc. and removal of form for all heights - Slab & Beam

Centering and shuttering including strutting, propping etc. and removal of form for all heights - Columns

Extra for shuttering in circular work (20% of respective centering and shuttering items)

ELECTRICAL & MECHNICAL WORK

Construction of Tube well by Heavy Duty DC/DR Rig Machine in the strata of soft clay and sand rash , boulder Tarai area from G.L to 200.00MBGL to lower the assembly of 300mm dia to get sand free minimum yield of 1875 lpm at 4.5 mt depression complete as per following work at site Umru Khurd w/s Scheme. Drilling Work - 4 Nos.

Transportation of Rig machine, compressor O.P. unit, T & P and other equipments up to site & back transportation after completion of work. (4 x 1 Job)

Installation of Rig machine, Camp equipage after site clearance. (4 x 1 Job

Drilling 550mm dia size final bore from G.L. to 200.00 MBGL Including arrangemt of water, Geophysical logging of bore well & collection of strata sample at site. (4 x 200Mt.)

Preparing and Lowering of 300mm dia plain/slotted pipe tube well assembly from GL to 200MBGL (4 x 200Mt.)

Dismantling of Rig machine after completion of work. Fitting of girder, clamp and well cap with site clearance (4 x 1 Job)

Supply & lowering of Tubewell assembly.

300mm dia 7.9mm thick M.S.E.R.W. Plain pipe. (4 x 170Mt.)

300mm dia 7.9mm thick M.S.E.R.W. Slotted pipe. (4 x 30Mt.)

300x100mm dia size M.S Girder 4Mt. Long for T.W. assembly. (4 x 2 Nos.)

300mm dia Bail plug with hook. (4 x 1 No.)

M.S. heavy duty D.E clamp suitable for 300mm dia. (4 x 1Set)

300mm dia well cap.(4 x 1 No.)

Supply and shrouding of Pea-Gravel upto 200Mt.MBGL (4 x 40cu.Mt.)

Development of tubewell by air compressor of suitable capacity including, transportation, installation, dismentling of compressor from site after completion of work with all T & P etc complete.(4 x50Hrs.)

Development by O.P. unit

Development, yeild test of tubewell by operation the pumping set continuously for a desired time period and measuring the discharge and drawdown of tubewell at a suitable time interval as per the direction of engineer in charge including cost of energry (4 x 40Hrs.)

S.I.T.C. of Submersible Pumping Plant with Accessories (For 4 no. tubewell)

Supply of Submersible pump and motor set: 1500L.P.M. discharge at 90/95mts. NEH.

Supply of Submersible pump and motor set: 1500 L.P.M. discharge at 90/95mts. NEH. as spare.

Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 50HP as per spacification .

Supply of Main piping and valves as per specification and site Requirment

Supply of of 25sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable

Supply of 100KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment

Supply of chain pulley 5.0tonne capacity with 4.5mt.lift .

Suppl of Electronic type liquid chlorine dosing system

Suppl of Chlorine Testing Kit

Suppl of Liquid Chlorine (50Kg Cane) (4x520Kg.)

Suppl of Gauges as per specification

Supply of Earthing materials as per specification and site Requirment

Supply of Rubber Insulation sheet 1mt. x 2mt.x 0.025

Supply of 160Amp. TPN Main Switch

Spare for switch gear/contractor as per specification

Supply of Special tools and spanners as per specification

Automation of Pumping plant (For 4 Nos. tubewell)

GSM based Intelligent Remote Terminal Units (IRTU) with Analog and Digital parameters and features as specified to store and transmit data on GSM backbone to LMS. And also compatible to communication for each tubewell.

GSM Based wireless communication system capable to transfer data from remote sites control station with antenna.

Intelligent Energy Meter.

Valve actuator size 150mm.

Actuator panel

Isolation transformer

Cables -

(a) 2 Core 1.5sq.mm.

(b) 4 Core 2.5 sq.mm.

(c) 10 Core 1.5 sq.mm.

PVC conduit Pipe -

AC& DC, Relay lugs etc.

Auto phase reversal unit 40H.P.

Electromagnetic Insertion type Flow Meters for line sizes 150mm

Installation, Testing , commisssioning

O&M WORKS (Without Electricity) for 5 years

Operation, Maintenance and Management water supply System. (During First Year)

Operation, Maintenance and Management water supply System. (During Second Year)

Operation, Maintenance and Management water supply System. (During Third Year)

Operation, Maintenance and Management water supply System. (During Forth Year)

Operation, Maintenance and Management water supply System. (During Fifth Year)

M/s Kashmirilal Constructions Pvt. Ltd.

Raj Shyama Constructions Pvt. Ltd.