Survey, soil invest. ,design drawing for const., erection, completion, testing and comm. of water supply work such as CWR, Feeder main, Pumping main related E.M work for Connection of Multan Nagar OHT from existing GangaJal feeder main in Meerut

Design, drawing, Supply of all materials labour T&P etc. required for complete construction of R.C.C. CWR 1665 KL capacity with Pump House cum Panel Room as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of CWR are as follows: 1. Submission of seismic proof detailed design & drawing from recognized univercity as per direction of engineer in charge. Free board should be 30 cm. 2. Soil investigation and bearing capacity with 03 nos. of bore holes. 3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other latest relevant IS Code. 4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25. 5. RCC stair of width minimum 1m fro GL to roof of CWR. 6. Construction of Pump House cum Panel Room over CWR as per type design including suply & fixing of gentry MS Girder, pump foundation, drain & cable channels, suction pit of size 0.6x0.6m for dewatering pump set. ramp for maintenance and installation of pumps. doors & Windows as per specification & requirement. 7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on all around roof of CWR and stairs, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m. 8. Proper ventilator at top of roof in circular/ ractangular shape of 1.2 m dia / side. 9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder. 10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation. 12. Supply & fixing of SS Ladder in side the CWR / UGR from roof to the fioor in a slope of 3:1 as per direction of engineer in charge. 13. C.I. manhole of min 60x60cm size with locking arrangement. 14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 pipes for inlet, outlet, overflow and washout with require sluice valves, Bell Mouth, duck foot bend, puddle pipe etc. as per latest / relevant I.S. specifications with all jointing materials for proper completion of work. 15. Supply of all materials & Construction of 1 m wide apron around CWR and 15 cm dia semi circular drain. 16. Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing. 17. Supply of PVC pipe for disposal of water from washout chamber to suitable point outside the water works compound. 18. Testing of CWR for water tightness as per specification and relevent IS code. 19. All other details of CWR not covered here shall also be as per specifications and relevant IS code. For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm. Note :- The bid price of CWR is to be submitted considering net safe allowable bearing capacity as 8 t/m2. The successful bidder will be required to investigate the soil bearing capacity. If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of CWR will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of CWR / UGR will be based on the actual bearing capacity.

FEEDER MAIN

Dismantling of following type of road surface for laying of pipe line including sorting out of serviceable and unserviceable materials proper stacking of serviceable materials at suitable place and disposal of unserviceable materials at suitable place.

CC Road

Inter locking Tiles Road

Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete in all respect.

Supply of following pipes including cost of pipes, FOR destination, all taxes duties and insurance charges, cost of jointing materials, loading unloading, third party inspection charges, packing and forwarding charges, road transportation charges etc complete.

D.I. Pipe K-7 conforming to IS 8329 / 2000 or its latest amendment (s)

600 mm dia

Carting, laying & jointing following type of pipes and lowering the same into already prepared trenches and laying true to alignment and gradient, including all labour, T&P, supply & fixing of all D.I./ CI specials conforming to latest / relevant IS specification as per requirement of site, loading and unloading, shifting of public utilities such as under ground electric cables, telephone lines, water pipe lines, gas line etc if any, also includes sectional pressure testing of pipe line etc. all complete as per direction of Engineer in charge.

D.I. Pipe K-7 conforming to IS 8329 / 2000 or its latest amendment (s)

600 mm dia

Supply, Carting to site of work, lowering, fixing and jointing of following sizes of fittings in trenches including FOR destinstion, all taxes and insurance, cost of fittings, all jointing materials, such as rubber packing, nut bolts any type of PVC/D.I. specials etc. complete work as per direction of Engineer in charge.

C.I. D/F Sluice Valve (PN 1.0/ IS 14846)

600mm dia

NIT No. : 539/ NIVIDA / 47 Dated 02.12.2025

Connection of 600mm DI pipe to existing 1500 mm dia feeder main pipe including supply of MS tee, MS reducer, MS flange, other specials etc., hiring of welding machine, DG set, JCB, RCC Breaker, lifting machine etc., traffic diversion arrargements work, shifting of utility , epoxy painting etc. with all labour, T&P etc. complete. Also included other department permission.

Bailing out or pumping out of water from Feeder Main line including all pumping arrangements diesel etc. complete.

Making arrangement for interrupted water supply of Nagar Nigam Meerut during the execution of work including supply of all materials, labour, T&P etc complete

Nala diversion work during the execution of work including supply of all materials, labour, T&P etc complete

Crossing of Nala (big) above 1.0m wide and culvert by making hole below its bed without obstructing the flow of water and also including the repair of any damages done during this work including suppyling and laying of C.I. Pipe etc. complete as per direction of engineer in charge.

Supply of all materials and construction of following chambers as per type design of U.P. Jal Nigam including supply of all labour, material, T&P etc. complete.

Sluice Valve Chambers (Masonary Type)

Crossing of feeder main pipe by trenchless technology (HDD method) including supply of all materials, labour, T&P etc. complete as per direction of engineer incharge.

Mild steel or iron work in plain work such as r.c.c. or r.b. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage.

RCC work with 20 mm gauge approved stone ballast, coarse sand and cement in thrust block in the proportion of 3:1.5:1 including supply of all materials, labour, t&p etc. required for proper completion of the work.

Reinstatement of following type of roads including supply of all materials, labour, T&P etc.required for proper compiition of work as per specifications

Cement Concrete Road which includes Laying C C road slab 100mm thick in 1:2:4 cement, coarse sand and 20 mm stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

P.C.C. (1:4:8) in base concrete 75 mm thick in cement, course sand and 40 mm th. Stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

C.C.Tiles Road which includes Laying of 80mm thick C.C soling including dressing surface and including supply of tile, filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface and including all labour T&P etc. required for proper completion of work with P.C.C. 1:6:12 in cement course sand and 40 mm th. Stone ballast.

PUMPING MAIN

Dismantling of following type of road surface for laying of pipe line including sorting out of serviceable and unserviceable materials proper stacking of serviceable materials at suitable place and disposal of unserviceable materials at suitable place.

(i) Bituminous road

(ii) CC Road

(iii) Inter locking Tiles Road

(iv) BOE Road

Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete in all respect.

400 mm dia

400 mm dia

400 mm dia

Air Valve as per IS relevent specification

Connection of 350mm to 400 mm DI pipe to existing OHT pipe including scaffolding, safety measures, making hole for fixing the column pipe, supply of all material, labour, T&P etc. complete as per direction of Engineer in charge.

Nala diversion work during the execution of work including supply of all materials, labour, T&P etc complete

Crossing of Nala (big) above 1.0m wide and culvert by making hole below its bed without obstructing the flow of water and also including the repair of any damages done during this work including suppyling and laying of C.I. Pipe etc. complete as per direction of engineer in charge.

Supply of all materials and construction of following chambers as per type design of U.P. Jal Nigam including supply of all labour, material, T&P etc. complete.

Sluice Valve Chambers (Masonary Type)

Air Valve Chamber

Crossing of pumping main pipe by trenchless technology (HDD method) including all materials, labour, T&P etc. complete as per direction of Engineer in charge.

Mild steel or iron work in plain work such as r.c.c. or r.b. work (when not included in over all rates), wrought to required shape, as necessary including bending for proper completion of work including supply of steel and wastage.

RCC work with 20 mm gauge approved stone ballast, coarse sand and cement in thrust block in the proportion of 3:1.5:1 including supply of all materials, labour, t&p etc. required for proper completion of the work.

Reinstatement of following type of roads including supply of all materials, labour, T&P etc.required for proper compiition of work as per specifications

Bituminous Road which includes Laying of Bituminous road providing grannular sub base, WBM, Dense bituminous macadam and bituminous concrete course in desired thickness along with primer, tack coat and seal coat (Thick ness may be taken according to PWD specification of the respective roads) and proper compaction including all material, labour, T&P etc. complete.

Cement Concrete Road which includes Laying C C road slab 100mm thick in 1:2:4 cement, coarse sand and 20 mm stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

P.C.C. (1:4:8) in base concrete 75 mm thick in cement, course sand and 40 mm th. Stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

C.C.Tiles Road which includes Laying of 80mm thick C.C soling including dressing surface and including supply of tile, filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface and including all labour T&P etc. required for proper completion of work with P.C.C. 1:6:12 in cement course sand and 40 mm th. Stone ballast.

BOE Road which includes BOE with 40% new bricks including dressing of surface, supply of bricks, filling of joints with local sand spreading including all labour, T & P etc. required for proper completion of work as per direction of engineer in charge.

BOUNDARY WALL, RECHARGE UNIT, SITE DEVLOPMENT WORK ETC.

Excavation in foundation in ordinary soil (loam,clay or sand) including lift up to 1.50 m & lead up to 50 m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth anydistance inside gram panchayat boundary as per site engineer instructions.

Concrete with 40 mm gauge brick ballast,local sand and cement in proportion in 8:4:1 in foundation including supply of all material,labour T & P etc. required for proper completion of work.

Ist. Class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.

20 mm thick D.P.C.with cement and approved coarse sand 1:2 including 5% water proofing material or in proportion as specied by the manufactures including supply of all material,labour T & P etc. required for proper completion of work.

Ist. Class brick work in 1:6 cement and coarse sand mortar in super structure including supply of all material,labour T & P etc. required for proper completion of work.

Supply and fixing of M.S. angle iron of 50 mm x 50 mm x 6 mm post as per drawing including two coat of painting(4.15m length @4.5kg/m) T & P etc. required for proper

12 mm thick plaster with cement and coarse sand mortar I:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T & P etc. required for proper completion of work.

Finishing walls with water proof cement paint of approved make (Apex painting) and quality on new work with two coats to give an even shade including supply of all material,labour T & P etc. required for proper completion of work.

Fixing of 3.6 m wide M.S gate with 1.0 m wide wicket gate as per departmental type design and drawing including fabrication, supply and construction of boundary pillars etc all complete.including supply of all material,labour T&P etc. complete as per direction of engineer in charge.

Supply of barbed wire

(1159) Fixing of barbed wire fencing post to post in 4 rows with two cross rows 12x12 gauge after stretching it including labour, T&P etc. required for proper completion of the work.

(1015) Cement concrete with 20 mm gauge stone ballast, coarse sand and cement in proportion of 4:2:1 including supply of all material,labour T & P etc. required for proper completion of work. In column of baundry wall.

Construction of 80 mm thick CC Tile approach road over 1:6:12 base concrete including preparation of subgrade etc. complete and spreading 40mm thick local sand including supply of all material,labour T & P etc. required for proper completion of work.

Recharge of ground water by roof top rain water of pump house and staff quarter, water available from bye pass of tube well and over flow of over head tank as per drawing including supply of all materials,labour, T&P etc complete (withwater taping arrangement from roof)

E&M WORK

Supply of Electric Driven self water lubricated V.T. pumping set 3500 LPM 42 mtr. Head WITH 5.00 m column pipe complete in all respect with discharge head assembly and strainer complete with 60

HP VHS induction 50 hz 3 phase AC supply 415+6%-10% volts at speed 1470 RPM (a) Capacity 58.33 LPS/3500 LPM (b)Total head 42 Mtrs. (c) Delivery size 200 mm Total nos. of 03 Pumpsets are proposed in module of operation in 2nos. are working , 1 Pump is standby .

Cast iron pipes & specials.

Reflex Valve

300 mm dia

200 mm dia

CIDF double flanged single/multi door swing check valves PN 1.0 FG200 Grade having body comprising inlet & outlet sheets in gradeed cast iron diaphragm fitted woth st. steel, faces,diaphragm plate and door , sub pins and shall be of following sizes:

Sluice valve

Manually operated DIDF Rising spindle type Sluice valve with integral starter & gearbox PN 1.0 having body door, dome gland in graded cast iron, four faces and spindle nut of Bronze LTB 2 Spindle of St. Steel 410 and specifications should be as per relevant I.S. of following sizes.

300 mm dia

200 mm dia

300 mm dia

200 mm dia

CE & UL certified Electro magnatic flow Meter suitable for line size 300 mm.

Automatic chlorination system compactable to SCADA system

CI Dismantling joints

pressure gauges for each pump

Soft starter with RS-485 port-400V Class 45 Kw rating for each pump

Power cables

1100V grade, 2x3C x16 mm2 PVC insulated PVC sheathed submersible copper conductor cable from LT Pannel to motor 3 Nos pumps. (2x3x25 mtr.)

LT Panel Board Confirming to IEC-60439

LT PANNEL & COMMON ITEMS

L.T. Panel Board suitable for operation on 415 V ,3-Phase 50 Hz AC Supply In sheet steel Enclosure in cubical pattern floor mounting with following fitted on the phase of the panel with Bus Incomer of SUITABLE Capacity , Bus bar suitable Size Al. & Neutral half of the Capacity Sectionalized through a Bus Section . The panel Shall Comprise of the following. (a) 01 Nos Incoming Feeder from one no of Transformer With following Details:- (i) 01 Nos of suitable capacity Mccb With Power Contactor For Phase Reveral For Transformer Incomer Preferably L&T,Schneider,ABB with Phase Indicators. (ii) One Set Of Current Transformers Of Ratio 160/5a. (iii) One Set of Multifunction meter for Measuring Amp., Voltage, Kwh, Pf. (iv) One Set of Surge Protection Device. (b )01 Nos Incoming Feeder from DG With following Details:- (i) 01 Nos of suitable capacity Mccb With Power Contactor For DG Incomer Preferably L&T,Schneider,ABB with Phase Indicators. (ii) One Set Of Current Transformers Of Ratio 160/5a. (iii) One Set of Multifunction meter for Measuring Amp.,Voltage,Kwh,Pf. (iv) One Set of Surge Protection Device (c) 9 Nos of MCCB of Rating suitable Capacity for Pump Feeders With Ammeter & Indicators. (d)1 no MCCB for Apfc panel incommer and 2 nos spare of 100 amps (e) 4 Nos of MCB of rating 63 Amps for lighting and mis load.

One Set of 135 kvar Capacitor Section APFC Relay

Control cable 1*10C, 1.5 mm2 PVC insulated PVC sheathed copper conductor cable for moisture sensor Reverse protection thermistor relay etc.

EARTHING

Double Girder 3.0 tonne EOT Crane with Wire Rope Hoist.Height of Lift 6.0 mtr for transverse & longitudinal motion both

Lighting system:

Supply & erection of M.S. Tubular Poles SP-36, 9.5 M height.

S/F of 72 watt LED with lumen reflector.

Feeder pillar for lighting

Supply and laying of 4x16mm2 Al. armoured cable.

Internal electrification with fixtures.

Complete earthing of all the equipments as detailed above shall be done as per IS/IER/PWD specification with G.I Plates, watering pipe and loop earthing with adequate size of G.I/ Al. strip etc. (PS-702) for each of the equipment size of earthing plate 600mm x 600mm x6 mm with salt and coal.

S/F 1200 mm ceiling Fan for LT Room

Earthing of street light pole (SOR-41)

Painting of street light (P5-634)

Supply and installation of DCP type of 5 Kg. Fire existinguisher (PS-1132)

12 mm thick rubber mating for safe working on. (1mx2m)

Tools

Hydrulic crimping tools

Mannual crimping tools

Tong tester, multimeter, megger, screwdriver, plier.

Chain wrench & pipe wrench

S/F of exhaust Fan for LT Room,

Chequered plate of required size so as to cover all trenches.

Installation Commissioning and Testing of above equipments and Panels etc. complete.

Miscellanous e/m work

Power Distribution Transformer :

SUB STATION CWR

Supply of Oil immersed Outdoor type Power distribution transformer 11/0.433 KV rating 400 KVA double wound with copper winding, Level-1, vector group dyn 11, ONAN with manually operated ± 5.0 % off load tap changer in step of 2.5% and complete with standard fitting & accessories.

Supply and laying of 1100 voltage grade,3.5Cx240 mm2 Al conductor, XLPE armoured cable from Transformers to LT Panel.

Double Earthing of Transformers consisting of 04 nos. Earthing Pit (two for each neutral and body) with Al/GI. strip size 50X6mm, the minimum distance between to earthing pits, Double Earthing works and all electrical equipments shall be as per IS and IER.

H.T. Switch Gear Panel :

Installation , testing (at works and oem place both) and Commissioning of Transformer complete.

Supply of 12 KV, H.T. V.C.B. Panel with one incoming & one out going ,630 Amp. (25 KA) Rating have followings-

Incommer Feeder- 01 No.

Over current IDMT Characteristics Relays based Incommer control panel equiped with over current & earth fault relay with core balance C.T., master trip relay, instantaneous under voltage realy & Auxilliary realy etc. C.T.ratio 30-20/5A Dual core, Class-1 for measurement core & 5P10 for protection core & PT 11KV/110 VAC. KWH meter, power factor meter, frequency meter. Amp. meter 0-20 & volt meter 0 to12 KV. All relays required separately conventioal type 24 to 30 VDC, 110 VAC. B-Outgoing Feeder- 02 Nos.outgoing feeder control panel equiped with triple pole 2 O/C + 1 E/F relay with IDMT & intantaneous characterisstics, mater trip relay & Auxilliary relay for Buchhloz alarm / trip, OTI alram / trip & WTI alram/trip, etc. C.T.ratio 30-15/5A, Class-1 for measurement core & 3P10 for protection core. C-DC Supply-SICT battery bank, exide make, consisting of 16 cells, 2 volt each for supply VDC 24 to 30 Volt with battery charger of approved make with suitable M.S. Stand / Trolley, equipment fittings with accessories etc.

Supply and laying of 1x3Cx150 mm 2 ,11 KV HT Al. XLPE cable from metering panel to H.T. Panel and form H.T. Panel to both transformers.

Indoor end termination box.

Earthing of H.T Panel as per IS & IER.

Erection of All sub staion equipments and fencing with iron mesh etc. complete in all respect.

Commissioning and testing of All sub station equipments etc. complete in all respect.