Construction of Water supply system for Zone-11

Excavation of earth in ordinary soil (loam, clay or sand) for pipe and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling ,watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge. In ordinary soil

Supply of following sizes of Ductile Iron (DI) pipes for distribution system conforming to latest/ relevant I.S.8329-2000 specifications with all jointing materials and specials conforming to latest (relevant I.S. specifications suitable for D.I, pipes, as per IS-1239-2000 and IS 8329-2000 or their latest amendment including FOR destination, etc. with loading, unloading and carting up to the site of work, also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipelines and cutting of pipes for making up the length but excluding the cost of trenches,aII complete as per instructions of Engineer- in-charge. 400 mm Dia class K7

Same as above Item No. 2 but for 350 mm dia DI Class K7

Same as above Item No. 2 but for 300 mm Dia class K7

Same as above Item No. 2 but for 250 mm Dia class K7

Same as above Item No. 2 but for 200 mm dia DI Class K7

Supply of the following sizes of unplasticized PVC pipes and their required sockets, jointing materials, and specials for distribution system conforming to the latest relevant IS.4985, IS 7834 & IS 10124 specifications including F.O.R. destination, insurance, etc. with loading, unloading, and carting up to the site of work for the pipes and specials, etc, and lowering them into the trenches and laying true to alignment and gradient and jointing properly, including testing of pipelines and cutting of pipes for making up the length but excluding the cost of trenches,all complete as per instructions of Engineer in - charge. 200 mm OD - 6kg/cm2

Same as above Item No.7 but for 160 mm OD - 6kg/cm2

Same as above Item No.7 but for 140 mm OD - 6kg/cm2

Supply and carting up to site of work of the following dia Dl butterfly /sluice valves/scour valve, class-1, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, including valve fittings & dismantling joints as per requirement, F.O.R. destination, and lowering them into the already prepared trenches fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing maternal, etc. all complete including all taxes, insurance, etc. as per instructions of Engineer -in charge. Sluice valve - 300 mm dia

Same as above Item No.10 but for Sluice valve - 250 mm dia

Same as above Item No.10 but for Sluice valve - 200 mm dia

Same as above Item No.10 but for Sluice valve - 150 mm dia

Same as above Item No.10 but for Sluice valve - 125 mm dia

Same as above Item No. 10 but for Scour valve - 100 mm dia

Same as above Item No. 10 but for Scour valve - 80 mm dia

Supply and installation, testing etc.of single/double ball type air valve conforming to Iatest /relevent l.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials and Valve fittings etc complete) as per instructions of Engineer.50 mm

Supply of underground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tailpieces, 80mm dia duck foot bend and 80 mm dia standard makes on coupling with cap, etc. complete conforming to latest/ relevant I.S.specifications including insurance, etc upto site of work and lowering them into the trenches, fixing In position and jointing them with pipelines and testing etc. complete including supply of jointing materials and valve fittings, etc. complete as per instructions of Engineer in charge.

Supply, and installation of CE/UL certified Electromagnetic Flow Meters with necessary wiring and connections ,etc all complete 300 mm dia

Same as above Item No.19 but for 200 mm dia

Same as above Item No.19 but for 150 mm dia

Road crossing work by encasing the water pipeline (carrier line) through the following dia. DI K-7 casing pipeline, including supply, laying and jointing of casing pipes, laying of granular material below the casing pipeline, all complete. (The casing pipeline work shall be payable in addition to the carrier pipeline work including its earthwork in excavation) 400 mm dia DI Class -7 pipeline

Same as above Item No.22 but for 350 mm dia DI Class -7 pipeline

Same as above Item No. 22 but for 300 mm dia DI Class -7 pipeline

Drain crossing work having its clear width up to 3m by encasing the rising main carrier pipeline into 300 mm dia DI K-7 casing pipeline, including supply, laying/laying and jointing of casing pipes, providing & fixing 20mm dia air valve, and necessary CC work, all complete. (This casing pipeline work shall be payable in addition to the work of carrier pipeline)

Construction of Sluice valve chamber (masonry Type) dia upto 200 mm - 1000 (L) x 1200 (W) (x 1300 (H) mm as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc complete for proper completion of work as per instructions of Engineer-in -charge.

Construction of Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc complete for proper completion of work as per instructions of Engineer-in -charge.

Construction of Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc complete for proper completion of work as per instructions of Engineer-in -charge.

Construction of Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm-SCV as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials labour T&P etc complete for proper completion of work as per instructions of Engineer-in -charge.

Designing & vetting from reputed government Engineering institution and construct Thrust Block made in Reinforced Cement concrete (1:1.5:3), with graded stone chips (20 mm nominal size) including shuttering and reinforcement, as per technical requirements.

Providing reinforcement of Thrust block for reinforced concrete work including distribution bars stirrups binders etc. initial straightening and removal of loose rust (if necessary) cutting to requisite length hooking and bending to correct shape placing in proper position and binding with wire at every inter‐section complete as per drawing and direction.

Providing and laying Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation

Brick work with bricks of class designation 15 (Class-150) in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand (FM 1.50 to 2.00))

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of course sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Providing all material, labour, T&P. etc and install water recharge mechanism within the water works campus as per the approved design and drawing.The construction of required capacity water recharge mechanism as per design will be the reponsbilty of the contractor.

Provision for inside square drain including of supply of all material, labour, T&P ,etc. complete.

Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sump in M-30 mix of 500 Kilo litre capacity with 0.5m free board, including excavation in all types of soil /strata having a safe bearing capacity as 6T/m2, foundation concrete, container walls, bottom slab top roof slab / or dome-all RCC, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including refilling and disposing of surplus earth/stuff within lead of 50 M, all labour, material and T&P charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside of CWR, C.I. Manhole frame and cover, RCC top slab with brick masonry chamber for all valves, necessary ventilating shafts with stainless steel mesh, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of Asian Ultima Apex or Equivalent paints on base coat to all exposed surface of structure and 250 micron thick Food grade epoxy paint inside top 2/3 height and ceiling of the CWR including laying of 0.9 m appropriate soil for grass turfing on roof surface with proper under drainage system, etc., 1m wide RCC stair case having mumty with locking arrangement gate for access during cleaning and inspection, complete as per design data, criteria, obligatory requirements and IS/detailed specifications and also including conducting Geo-Technical exploration to test safe bearing capacity of soil . Anti-termite treatment shall be given for the underground portion of the structure. The above rates are inclusive of testing of soil and desining of CWR incluidng its vetting from reputed government Engineering institution/NIT/IITas per direction of Engineer in charge. The construction of safe CWR and required capacity as per structural design will be the reponsbilty of the contractor the contractor has to submit soil test report and vetted structural design in the office of Executive Engineer CD Ayodhya-01.Schedule of payment of CWR attached in Technical Bid.

Provide all material, labour,T&P and construct Pump House of internal dimensions as 8mx 5m having 4.5 m ceiling height as per CPWD specifications provided in Plinth Area Rates-2023 for Non-Residential buildings, including providing appropriate foundation for pump, providing and fixing ISMB 450 X 150 or suitable RS Joist to run gantry crane for lifting the pumps/machinery as per their requirement, Power wiring and Plugs and internal electric installations (other than the cables etc installed with the Motors), telepone conduits, Hardonite flooring, 1.5mx2m size toilet for operators, Apex ultima or equivalent paint on exterior surfaces, all complete to suit its requirements as per direction and satisfaction of engineer-in charge.The above rates are inclusive of testing of soil and desining of Pump house incluidng its vetting from reputed government Engineering institution/NIT/IITas per direction of Engineer in Charge. the construction of safe Pump house as per structural design will be the reponsbilty of the contractor.The contractor has to submit soil test report and vetted structural design in the office of Executive Engineer CD Ayodhya-01 .Schedule of payment of CWR Pump house attached in Technical Bid.

Construction of Shell type 2100 KL capacity RCC overhead tank on 26M staging from apron level to top of bottom ring beam. Structural designing, supply of all materials, labour, T&P etc. for complete construction of R.C.C. Overhead Tank/Elevated Service Reservoir (ESR) of the above capacity having 0.5 m free board and staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 6 MT/m2, with supply of design and drawings of ESR as per architectural drawing approved by the Parishad duly vetted by IIT. All water-retaining components of ESR shall be cast in M-30 concrete, and the minimum grade of concrete for the foundation and staging should be M-25, using approved cement, coarse sand, and stone grit as per IS. 11682 and l.S.456. Seismic effects and wind load should be taken into consideration as per IS 1893 for earthquake resistance and IS. 875 part-III for wind load on structure and including 1.2 M wide RCC staircase,1.2 m wide R.C.C. M30 balcony, railings, MS ladder, shaft for pipes, etc shall be provided as per approved architectural drawing /detailed specifications and one aluminum ladder with railings inside the tank from top dome manhole to the bottom dome with a proper ventilator at top dome in circular shape of 1.2 m dia, Water level indicator fabricated with sensor connecting to automation, Lightening conductor as per IS.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in IS 2309-1969 and IS 3013-1966, C.l. manhole of min 60x60cm size cover with locking arrangement, Supply, fixing, jointing of following D.I, D/F Pipes of appropriate size with D.I, D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet overflow and washout as per latest / relevant IS. specifications with all jointing materials, Duckfoot bends, Puddle collars, Bell Mouths at the end of pipes, CI/ SS jali at top of outlet pipe for proper completion of work, Construction of bed blocksand 1.2 m wide apron in 1:2:4 PCC with cement, coarse sand and approved stone grit, Supply and installation of CI D/F SV/Butterfly Valves having electrically actuating system on Inlet/ Outlet valves, construction of Masonary washout/overflow chamber and chambers for sluice/butter fly valves as per departmental type design and drawing, Supply and laying/jointing of 200 mm dia PVC pipe for disposal of water from overflow and washout chamber to suitable point in the drain outside the water works compound, Painting of all concrete surface and steel pipe works with three coats of Apex Ultima or equvalent paint on base coat, excluding the Area Which Drawing /Art work based on theme approved by UPAVP on exterior surface of Dome & Shaft, making the tank body water proof and its hydrailic testing as per relevant IS code, painting 2/3 of upper part of inside of the tank and the top dome ceiling with 120 microne thick Food grade Epoxy, all Work complete as per specifications to the satisfaction of the engineer in charge. OHT/ESR Capacity: 2100 KL , Staging :26 M Sizes of DI D/F pipes: Inlet pipe:350 mm dia; Outlet pipe:400 mm dia; Overflow pipe:300 mm dia; Waste pipe: 100 mm dia; Fire Hydrant outlet pipe: 80 mm dia (Note: 1-The Inlet pipe is to be kept above the bottom dome so that a clear capacity earmarked for firefighting remains reserved to feed the Fire Hydrant outlet pipe. 2-Inlet pipe,overflow pipe,outlet pipe ,wash out pipe are min.3.0 m apart from apron. The above rates are inclusive of testing of soil and desiging of ESR incluidng its vetting from reputed IITas per direction of Engineer in Charge the construction of safe CWR and required capacity as per structural design will be the reponsbilty of the contractor the contractor has to submit soil test report and vetted structural design in the office of Executive Engineer CD Ayodhya-01 .Schedule of payment of ESR attached in Technical Bid.

The above rates including Extra bolcony at Dome bottom Level & making Cornice Design As Per Architectural drawing approved by UPAVP if the work not to be done Less 4% the Cost of ESR .The contractor have to fill land with earth of 5.00 m surrounding of the OHT .Plinth of OHT should be from 0.75m to 1.00m from road crown level.

If safe bearing capacity of soil is found more/less than 6.00 T/sqm then variation is provided as follows:- 1.01 Less Rate for Bearing capacity increase =Rs.100000.00 per 0.5 MT/sqm+ Bond Percentage 1.02 Add Rate for Bearing capacity decrease =Rs.100000.00 per 0.5 MT/sqm+ Bond Percentage

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. D.S.R-(13.80)

Drawing /Art work based on theme approved by UPAVP on exterior surface of overhead tanks including one coat of priming coat all required material and labour including priming coat. charges

Finishing of UPAVP Logo with redium paint of required shade :New work (Two or more coat applied and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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