UP Jal Nigam Tender

Construction of boundary wall as per departmental type design at water works including supply of all materials, labour T&P etc.comletion of work.

Supply of fixing of 3.6 m wide gate including construction of pillars as per departmental type design including if all material, labour,T&P etc.required for proper completion of work

Provide all materials , labour, T&P etc.required for proper completion of work and construct coloured PCC Interlocking approach road

Provide all materials , labour, T&P etc.required for proper completion of works including leveling dressing exvavation and filling of earth where necessary for development of water works site including carriage of earth from distance of about 8 km.

Provision for arboroculture for departmental of water works compound.

Distrbution system & Rising main

Excavation for pipe line trenches including lift upto 1.50m and lead upto 50 m and refilling, watering, ramming of excavated earth in to trenches as per direction of engineer-in charge.

Ordinary soil clay/ silt

mauram/kankar/shingle etc.

Supply of the following size and type of pipes as per IS- 8329/2000 or its latest amendments including their jointing material and railway freight , taxes , insurance charges and cartage from store to site of work etc. complete. 150 mm dia D.I.-K-9

Supply of the following size and type of pipes as per IS- 4984/2016 or its latest amendments including their jointing material and railway freight , taxes , insurance charges and cartage from store to site of work etc. complete. 160 mm dia H.D.P.E PIPE PE-100, PN-6

Supply of the following size and type of pipes as per IS- 4984/2016 or its latest amendments including their jointing material and railway freight , taxes , insurance charges and cartage from store to site of work etc. complete. 140 mm dia H.D.P.E PIPE PE-100, PN-6

Supply of the following size and type of pipes as per IS- 4984/2016 or its latest amendments including their jointing material and railway freight , taxes , insurance charges and cartage from store to site of work etc. complete. 110 mm dia H.D.P.E PIPE PE-100, PN-6

Supply of the following size and type of pipes as per IS- 4984/2016 or its latest amendments including their jointing material and railway freight , taxes , insurance charges and cartage from store to site of work etc. complete. 90 mm dia H.D.P.E PIPE PE-100, PN-6

Laying and jointing in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete. 150 mm dia D.I.-K-9

Laying and jointing in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete. 160 mm dia H.D.P.E PIPE PE-100, PN-6

Laying and jointing in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete. 140 mm dia H.D.P.E PIPE PE-100, PN-6

Laying and jointing in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete. 110 mm dia H.D.P.E PIPE PE-100, PN-6

Laying and jointing in true to alignment & gradient in trenches and testing of the following size and type of pipes with coupler,specials and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination, insurance and with loading, unloading and stacking etc. complete. 90 mm dia H.D.P.E PIPE PE-100, PN-6

Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work. 150 mm dia Sluice valve

Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the following size of C.I.D./F. Sluice valves, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work. 125 mm dia Sluice valve

Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the size of C.I.D./F. scour valves, and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work. 80 mm dia Scour valve

Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. complete of the size , 20mm dia scewed down type air valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.

Supply and fixing in position including supply of jointing materials such as nuts-boalt, rubber insertion white lead,valves and specials required etc. fire hydrant containing 80mm dia sluice valve and its accesories as per latest I.S. specification including F.O.R. destination, all taxes and insurance etc. complete for proper completion of work.

Supply of all materials, labour, T&P etc.complete for construction of following chamber as per department type design.

Sluice valve chamber (surface box Type)

Sluice valve chamber (masonary Type)

Fire Hydrant

Air Valve Chamber

Dismanting of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50 m.

(ii) Bituminous surface

(iii) B.O.E. Surface

(iv) Interlocking Surface

Reinstatement of above dismentalled road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work.

ii-Bituminous surface

iii-B.O.E. Surface (Assuming 50% new brick and 50% old bricks used)

iv-Interlocking Surface (Assuming 50% new brick and 50% old bricks used)

Making house connection with 20mm(OD) HDPE /AC pipe main with Supply,Carting ,laying , jointing and fixing of the 15 mm (OD) G.I. pipe ,I.S.I. Mark Gunmetal Ferrul , I.S.I. Mark saddle/clamp of required size, C.I. bib kock of approved quality, J-Hook or M.S.U-clamp, 25cmX25cmX25cm C.C grouting of unsupported G.I. pipe all connection in inside the house and support on wall with suitable clamp as per directed by engineer-in charge including cost of all jointing material, specials, labour, testing and T&P etc. complete.

R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 in thrust blocks of pipe line excluding supply of reinforcement & its bending but including its fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work.

Mild steel or iron work in R.C.C. wrought to required shape as necessary including bending for proper completion of the work including supply of steel & wastage etc.

OHT

Supply of all materials labour T&P etc. for complete construction of R.C.C. Over Head Tank following type Capacity and staging above ground level with main components, including cost of soil testing and assuming bearing capacity of soil as 8 MT, with supply of design and drawings.All the water retaining components of OHT shall be casted in M-30 concrete and minimum grade of concrete of foundation and staging should be M-25 with approved cement, coarse sand and stone grit as per I.S. 11682 and I.S.456. Seismic effects and wind load should be taken into consideration as per I.S. 1893 for earthquake resistance and I.S. 875 part-III for wind load on structure and including 1M wide RCC staircase, 1 m wide R.C.C. M25 balcony, M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars with hand rails of 20mm medium class G.I. pipes, One aluminum ladder inside the tank from top dome to bottom dome, railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case,bolcony and top dome, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m, 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 I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309-1969 and ISS 3013-1966, C.I. manhole of min 60x60cm size with locking arrangement, Supply, fixing, jointing of C.I.D/F Pipes of appropriate size with C.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work, Supply and Fixing of appropriate size manually operated D/F Sluice Valve / Butter Fly Valves as per ISS 700/1969 or its latest amendments class “A” working pressure 10 Kg/cm2, Construction of bed blocks in 1:2:4 PCC with cement, coarse sand and approved stone grit , Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing, Supply of 200 mm dia PVC pipe as per I.S.-4985/2000 for disposal of water from overflow and washout chamber to suitable point outside the water works compound.Supplyand fixing of 1.8 m hight M.S. Gate in staire case at 2nd fligth as per direction of engineer -in-charge. Painting of all concrete surface and steel pipe works with water based exterior paint of approved make and quality as mentioned in tender document over one priming coat on new work with two coats, to give an even shade and anticorrosive paints including prepration of surface &supply of all matrials labour T&P etc. required for proper completion of the work. AS PER DIRECTION OF EIC

200 KL Capacity 16 M staging

E&M

CONSTRUCTION OF TUBEWELL

Transportation of Rig m/c and its T&P including Erection and Dismantling of Rig m/c.

Drilling of 600/500 mm dia bore hole by DC Rig m/c complete with all required material, labour & T&P etc. complete.

500 mm dia Drilling from 0 to 60 M BGL

450 mm dia Drilling from 61 to 100 M BGL

450 mm dia Drilling from 101 to 200 M BGL

Logging of bore hole by departmental/approved electric logger.

TUBEWELL ASSEMBLY

M.S. tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plain pipes) rings, well cap, bail plug, clamp, reducer, central guide, support structure etc. as required & as per typed design complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)

200 mm dia

150mm dia

LOWERING OF ASSEMBLY

Lowering of Tube Well assembly duly welded including welding electrode and shrouding of pea Gravel complete in all respect. (Note-Axial Length of Reducer without Ring shall be measured with Casing Pipe.)

200 mm dia size Assembly from 0 to 48 M BGL

150 mm dia size Assembly from 49 to 100 M BGL

150 mm dia size Assembly from 101 to 190 M BGL

PEA-GRAVEL

Supply of 1.6 - 4.8 mm size Lal Kuwan Quarry Pea-Gravel Duly Washed, Screened and properly Stacked at Site.

DEVELOPMENT OF TUBEWELL

By Air Compressor

Transportation, Erection & Dismantling of 250 PSI Air Compressor.

Development of T.W. by 250 PSI Air Compressor with all required material, labour, T&P etc.

By O.P. Unit

Transportation, Erection & Dismantling of 3 Cusec O.P. Unit and Yield Test.

Development of T.W. by 3 Cusec O.P. Unit with all required material, labour, T&P etc.

Yield test of tubewell along with chemical and bacteriological analysis of tubewell's water.

Submersible Pumping plant Including, Electromechanical Chlorinator.

Supply, Installation, Testing & Commissioing of 500 LPM discharge, 48 M head - 10 H.P. Submersible Pumping Plant which can be operated at 415+10% Volts, 50 Hz AC Supply including Starter, Panel, Cable etc. of suitable capacity complete in all respect.

SITC of Main piping & Valves (80 mm size) with 24 mtr. Column pipe, Electronic type Chlorinating plant Power wiring, earthing, Painting , Tools sets, wiring of pump house (internal & External) Chain Pulley block and gauges complete in all respect with all required material, T&P labour.

3M long heavy duty column pipe same as above (Extra/Spare)

20 KVA Servo Voltage stabilizer.

Misc item such as protection ring, MCCB, Transformer oil, electric resistance, rubber sheet, 25 sqmm ormad cable and construction of canopy as per site requirement for protection of electronic device and safety purpose.

Trial & Testing

Three Month Trial & Run for 03 Month