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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical as per attachement |
| Sl No | Description | Qty | Unit | RAJ KISHOR L1 |
|---|---|---|---|---|
| 1.00OHT | ||||
| 2.00 | Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of 150 capacities (In Kiloliters) and 24m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks. | 0.55 | No. | 49,46,088 ₹27,20,348.4 Lowest |
| 3.00Submission of Soil testing, Detailed Design and drawing from any recognized University such as I.I.T etc or Govt accredited firm/Lab as per direction of Engineer in -charge. | ||||
| 4.00R.C.C. as per approved design including fixing various pipes and ventilator at top and fixing of M.S. sheet of 10mm gauge manhole cover of 60X60cm size with frame and locking arrangement and railing including supply of all material. | ||||
| 5.00Two column R.C.C. stair case with 1.0 mtr minimum clear width attached with tank body as an access to balcony and top dome of tank from ground level as per design and drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials. | ||||
| 6.00Supply of fixing of M.S. Ladder form inside the tank body from room to the bottomdome of the tank in the slope of 3:1 (3vertical:1 horizontal) with railing as specified. | ||||
| 7.00Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as specifications including supply of all material, Railing shall be provided in three rows of G.I. pipes (medium Quality) | ||||
| 8.00Supply and fixing of digital water level indicator along with all necessory equipment such as invertor a per specifications and fixing of lightening conductor and earth plate etc. as per specifications. | ||||
| 9.00Testing of tank of water tightness as per specifications enclosed including supply of water. | ||||
| 10.00Supply of all materials and construction of 80mm thick R.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber. | ||||
Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
4 Apr 2025, 5:00 pmClosed
EE UJS Haldwani Rural (Lalkuan)
Bareilly Road, Goraparao, Haldwani, Nainital (Uttarakhand)
Construction, Testing and Commissioning of Sitapur Water Supply Scheme at Haldwani Block District Nainital
2025_UKJS_81609_2
381/E-Nivida/49 Dt. 17.03.2025
Open Tender
Civil Works
Item Wise
Haldwani
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
EE UJS Haldwani Rural (Lalkuan)
₹2.7 L
EE UJS Haldwani Rural (Lalkuan)
23 Apr 2025
18 Mar 2025
5 Apr 2025
18 Mar 2025
4 Apr 2025
18 Mar 2025
22 Mar 2025
Amount
Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of 150 capacities (In Kiloliters) and 24m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.
Submission of Soil testing, Detailed Design and drawing from any recognized University such as I.I.T etc or Govt accredited firm/Lab as per direction of Engineer in -charge.
R.C.C. as per approved design including fixing various pipes and ventilator at top and fixing of M.S. sheet of 10mm gauge manhole cover of 60X60cm size with frame and locking arrangement and railing including supply of all material.
Two column R.C.C. stair case with 1.0 mtr minimum clear width attached with tank body as an access to balcony and top dome of tank from ground level as per design and drawing with 1.25m high railling and gate with cabin as per specification including supply of all materials.
Supply of fixing of M.S. Ladder form inside the tank body from room to the bottomdome of the tank in the slope of 3:1 (3vertical:1 horizontal) with railing as specified.
Railing on staircase & its landings, all around balcony & top dome for access up to ventilator as specifications including supply of all material, Railing shall be provided in three rows of G.I. pipes (medium Quality)
Supply and fixing of digital water level indicator along with all necessory equipment such as invertor a per specifications and fixing of lightening conductor and earth plate etc. as per specifications.
Testing of tank of water tightness as per specifications enclosed including supply of water.
Supply of all materials and construction of 80mm thick R.C.C. floor, apron and 15cm dia semi circular drain around apron in a slope towards wash out chamber.
Three coats of approved quality and shade of Apex Asian Paint for Painting of as per direction of Engineer in charge over concrete work including supply of all materials etc.
Three coats of anti corrosive/aluminum/black Japan paint of approved quality on all iron work including supply of all material, labor and T&P etc.
Supplying, carting and fixing of following sizes MSERW/D.I D/F pipes with required specials such as reducers, duck foot bend, (bell mouth etc. in inlet of tank) rubber insertion sheet, nut bolts, washer etc. complete as per specifications: a- 150 mm dia in inlet
b- 200mm dia in outlet
c- 200 mm dia in overflow
d- 100 mm dia in wash out
Supplying, carting and fixing of following sizes D.I. D/F sluice valves as per relevent latest I.S. Specifications including supply of all jointing and other materials such as rubber insertion sheet, nut bolts, washer etc. complete as per specifications:
a- 150 mm da in inlet
b- 200mm dia in outlet
c- 200 mm dia in overflow
Supply of all materials labour T&P and construct brick masonry sluice valve chambers including R.C.C. cover as per deptt. Type design at inlet, outlet and washout pipes. The R.C.C. cover shall be casted in M.S. Channel section with handles on both sides.(Sluice valve chamber for over flow & wash out may be combined).
The words Jal Jeevan Mission, year of construction, capicity of O.H.T. and slogan approved by Engineer in charge shall be painted prominently in letter not less than 30cm. In height.
Maintenance of 12 months including supply of all materials etc complete. Maintenance period shall be counted from date of completion.
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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 complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
PUMP HOUSE
Earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan) including dressing of sides and ramming of bottom, lift up to 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m in all kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grad aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landing, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering and shuttering finishing and reinforcement -all work up to plinth level in 1:1.5:3 (1 cement : 1.5 coarse sand : 3 grade aggregate 20 mm nominal size)
Reinforcement in RCC work including straightening, cutting, bending, placing in position and binding, using Thermo-Mechanically Treated bars all complete.
Centering and shuttering including strutting, roping etc. and removal of form for edges of slabs and breaks in floors and walls under 20 cm wide circular in shape.
Foundation raft & tie beams
Columns
Beams
Edges of slabs and breaks in floors and walls under 20cm wide
In foundation up to plinth
in superstructure
Steel work welded built of section /framed works including cutting fixing in position applying a priming code of approved steel primer using steel its as required in gratings, frames, guard bar, ladder, railing gates and similar works.
Door Chaukhat / section window
Earth filling into plinth including it's excavation.
Provide 40 mm thick PCC flooring in 1:2:4 with cement, sand and 20mm gauge stone ballast mortar.
Provide 5mm thick glass strips on flooring 20mm deep.
Provide 15mm thick plaster in 1:4 cement and sand mortar.
Provide weather coat painting (two or more coats) to give an even shade.
Painting on doors and windows (two or more coats) over and including one priming coat.
Supply and fixing of 4mm thick plane glass panes on window's including supply of nails and putty etc all complete.
Sanitary Items
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm.
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 450x 300 mm with single 15 mm C.P. brass pillar tap
Providing and fixing G.I. pipes complete with G.I. fittings and clamps/c cutting and making good the walls etc. Internal work
15 mm dia nominal bore
15 mm nominal bore
Supply and fixing of PVC pipes for waste water and sewer pipes.
110 mm diameter
Provision for septic tank and soak pit including sewer line and all necessary connections, complete in all respect as per direction of Eng-in-charge.
Provision for Electrification inside and outside of the room
RISING MAIN
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
Proposed TW to OHT, (100 mm dia) 5.2 mm thick
Excavating in soil mixed with single boulders etc. requireing the use of specials T&P, if any, forpipe line trenches including lift up to 50m and lead upto 30m with back filling, watering, ramming of excavated earth in the trenches.
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 carse 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 complete as per standard design. :- With F.P.S. bricks
DISTRIBUTION SYSTEM
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I pipes confirming to IS : 1239 (PART-1) including supply of all jointing materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipe line etc complete. Medium Duty (Class 'B') :
15 mm dia. of 12 m for 359 no. (For FHTC)
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge - for bituminous road
Dismantling and reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials.
C.C. Road
Dismantling and reinstatement of Bituminous Road (Not PWD Road)
Excavation in Ordinary Soil (loams, clay, sand) for foundation including lift up to 1.5 m and lead up to 30 m filling, watering and ramming of Excavated the earth into the trenches or into the sides between foundation trenches or into the plinth and removal.
15 mm dia. of 12 m for 359 no. (For FHTC) (4308 x 0.6 x 0.6)
Providing & Fixing Ultrasonic Water Flow Meter for Bulk pipe lines inline type, flange end with Integral mounted, Flow rate & Totaliser display, Battery operated (with five year battery life) Communication : UART/RS485, suitable against antifraud attempts etc. including all necessary fittings complete.
65 mm dia nominal bore
80 mm dia nominal bore
150 mm dia nominal bore
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm 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 20mm 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 complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air 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 carse 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 complete as per standard design. :- With F.P.S. bricks
Making connection with the existing M.S. Galvanised mains of upto 25mm nominal dia, including cutting and threading of pipe, bailing out water, fixing, if required, specials and testing etc. complete, but excluding cost of insertion pipes and specials besides boring out (and also subsequent back fill) existing main.
House Service Connection
Miscellaneous Works
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling, watering, ramming of excavated earth in the trenches.
Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and earth work (Note :- This item shall be paid with the reusable.)
50 mm Pipe
80 mm Pipe
100 mm Pipe
Re-Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc. etc.) in trenches with it's cutting, threading and testing of pipeline etc. complete.
50 mm Pipe
80 mm Pipe
100 mm Pipe
Welding Works
BOUNDRY WALL
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 kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in Cement mortar 1:4 (1 cement :4 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) 96.4 MTR
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
Mild steel Gate
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 kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I, rain 100 mm diameter
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Mild Steel and Medium /Tensile Steel Bars
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 gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
12mm thick Plaster in mix 1:6 (1 cement : 6 fine sand)
Pointing on tile brick work with cement mortar 1:3 (1 cement :3 fine sand) Flush/ Ruled/ Struck or weathered pointing
Providing and Fixing of 40 mm dia G.I. conduit pipes including specials, cutting & threading etc. including supply of all materials, labour T&P etc. required for proper completion of the work.
Finishing walls with Deluxe Multi surface paint system for interiors and exteriors using Primer as permanufacturers specifications Painting Steel work 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
Providing and fixing 1mm thick M.S. sheet sliding-shutters with frame and sq.m 3,452.80 43722 diagonal braces of 40x40x6mm angle iron, 3mm M.S. Gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide at the top and bottom respectively including applying a priming coat of approved steel primer.
Finishing walls with textured exterior paint of required shade New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including base coat of water proofing cement paint applied @ 2.20kg/10 sqm.
Provide and fixing glass panes of 28 cm × 10 cm. (2Nos.)
ESTIMATE OF S.I.T.C. PUMPING PLANTS & ACCESSORIES FOR TUBEWELL
Submersible pump set of 500 LPM, 175 Mt. head suitable for 300mm dia Assembly operating at 3 phase 50 Hz AC supply.
Spare Pump Set of same duty.
Supply, Installation, Testing & Commissioning on turnkey basis for fully automatic pump automation control pannel of different capacities having intelegent unit having" FIELD PROGRAMMABLE LOGIC CONTROLER based SCADA operated pump motor startRun Control Protactagainst faults automatically operated controle and management system" for supervisory control and data acquasition system at pumping water supply schemes & two year freeof cost AMC for warranty period of following dutiesas per specifications sheet enclosed &suaitable for integrationsin the existing system including cartage from works ofmanufactures up to site of work
Supply installation testing and commissioning of three phase digital rolling contact survo voltage stablizer suitable for unbalance voltage and unbalance load including fixing of proper size copper lugs on input and out put cable both end at defferent sites on turnkey basis including five years cost free maintenance.
Input voltage 330-460 volts (phase to phase) capacity - 60 kva
Quotation For PVC insulated and PVC Sheathed Round Sheathed 4Core Bright Annealed Bare Copper Conductor Voltage Grade 1100 V AS Per IS 494/2010. Four Core Copper Cable for installation (50 Sq. mm armoured copper cable)
Supply and fixing of 400 Amp TPN main switch 3 phase, 415 volt, 50 H havells make heavy duty double break main switch with HRC fuse making connection at this testing complete work etc at dewala talla tubewell.
Supply and fixing of 35 KVAR heavy duty power capacitor L & T make 440 volt 50 H box type.
Main piping and valves as per specification.
Supply of 100mm dia Column pipe, 6.4 mm thick -
Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P
Supply and fixing of suitable 16 mm thick MS Flange for column pipe both end with fixing trangle support and cutting of groove for cable all complete with labour & T&P
Supply of 3 Core flat submersible cable KSB make Conti Cable 3/16.0 sq.mm suitable for Submersible
150mm/100mm dia C.I.D/F Sluice Valve.
150mm/100mm dia C.I.D/F Reflex Valve.
Nut bolts, rubber packing etc.
150mm dia size column pipe clamps.
Lifting tackle 10 tonne capacity Chain pulley.
Electronic type liquid chlorine dosing system.
Liquid chlorine (50Kg Cane)
Gauges as per specification
Earthing Material
Installation.
Commissioning
Testing at site.
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