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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC Accepted being to be 1st Lowest |
| 2 | L2₹1.1 Cr+₹91,958.75 (0.85%)Rejected-Finance | ₹1.1 Cr+₹91,958.75 (0.85%) | L2 | Rejected-Finance rejected to be L2 |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
24 Feb 2020, 5:00 pmClosed
Superintending Engineer
Construction Circle, U.K. Peyjal Nigam, Nainital
CONSTRUCTION 200 M DEEP TUBE WELL PUMP HOUSE CONNECTING MAIN and OTHER APPURTENANT WORKS FOR STRENGTHENING OF HATHIKHAL WATER SUPPLY SCHEME OF BLOCK HALDWANI
2020_MDPEY_22339_1
136 / 613 / 25 Dated 22-01-2020
Open Tender
Pipe Laying Works
Item Rate
365 days
Haldwani
Plz refer to Tender Document
3 documents required · 3 mandatory
₹4,720
Executive Engineer, C.D., UPJN, Bhimtal
₹2.3 L
Bhimtal
16 Jun 2021
27 Jan 2020
26 Feb 2020
28 Jan 2020
24 Feb 2020
5 Feb 2020
3 Feb 2020
Amount
Water supply works
Supply, Carting, Laying, Jointing, Fixing and Testing of MSERW pipe grade Yst 210 with specials and fiting in trenches under ground including cutting,Laying and Jointing by welding etc complete.
200 mm. Dia 4.8 mm thick
Providing ,Carting , laying & jointing fixing and testing of G.I screwed pipe with specials in trenches (including cost of jointing materials like white lead, hemp and oil etc.) testing of pipe (Medium quality), including cutting, threading etc complete
Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation
Supply and cartage of following sizes of valves,lowering them into trenches and fixing the same on water supply line including the cost of valves, specials lobour T&P complete in all respect but excluding the cost of excavation and chamber :- CI/DF Sluice Valves Confrming to IS :1486-2000(Kirloskar or equivalent) PN1.0
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 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 complete as per standard design : : With common burnt clay F.P.S.(non modular) bricks of class designation 75
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Bituminous road
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge
Nominal concrete 1:3:6 or richer mix
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.
50 mm to 80 mm
100 mm to 150 mm
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge : In cement mortar
12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade - All work up to plinth level
Cement ,concrete mix in 1:2:4 including supplyof all materials,labour T&P etc.required for the proper completion of the work.
Pump House
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils 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 centering and shuttering : All work up to plinth level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering : All work up to plinth level - 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).
Extra for providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement.
Supplying and filling in plinth with earth, sand and other filling materials under floors including, watering, ramming consolidating and dressing complete.
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. - Using M.S. angels 40x40x6 mm for diagonal braces.
Providing and fixing to existing door frames - 24 mm thick factory made PVC door shutters made of styles and rails of a UPVC hollow section of size 59x24 mm and wall thickness 2 mm ± 0.2 mm with inbuilt edging on both sides. The styles and rails mitered and joined at the corners by means of M.S. galvanized/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm ± 0.1 mm wall thickness. The lock rail made up of ’H’ section, a UPVC hollow section of size 100x24 mm and 2 mm ± 0.2 mm wall thickness fixed to the shutter styles by means of plastic/galvanized M.S. ‘U’ cleats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ± 0.1 mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
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. for window, ventilator and similar works. use angle, square bar, etc
Providing & fixing glass panes with putty and glazing clips in steel windows & ventilator all complete. With 4.0 mm thick glass panes.
Providing & fixing fly proof wire gauze to windows and ventilator with M.S. Flat 15x3 m and nuts & bolts complete. - Galvanized M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides.
Providing and laying in position specified grade of reinforced cement concrete: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) - Plinth Band, Lintel Band, shelves etc.
Reinforced cement concrete different works upto floor five level excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).
For Slab
For Column
Centering and shuttering including strutting, ropping etc. and removal of form
For Foundation
For Slab
For Beam
For Column
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. - Using Thermo-Mechanically Treated Bars.
Structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. - ISMB 300 x 140
12 mm cement plaster of mix in 1:6 (1 cement : 6 coarse sand)
62 mm thick cement concrete flooring with concrete hardener topping under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume. Hardening compound is mixed @ 2 liter per 50 kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinkable priming coat to give an even shade.
Finishing walls with exterior paint of required shade - New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
Painting Steel work(doors, windows, etc.) 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 on wall face unplasticised Rigid PVC pipes. With 110 mm diameter
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm - White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
Providing and fixing PTMT bib cock of approved quality and color. - 15mm nominal bore, 90mm long, weighing not less than 93 grams.
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. - 15mm dia
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Making soak pit 2.5 m diameter circular / 2.5 m square 3.0 meter deep with 45 x 45 cm dry brick honey With F.P.S. bricks
Boundary Wall
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. - All kinds of soil.
Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) grade - All work up to plinth level
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand).
Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size).
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
Providing and laying cement concrete in coping up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand).
Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
E&M Work
Construction of 1No. 300mm dia, 200Mt. deep Tubewell.
Geohydrologgical survey of site
Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading and back transportation etc. complete in all respct.
Erection and leveling of Rig machine. – 1 Job.
Drilling Work
Drilling 550mm dia size bore from beyond 200MBGL complete including Arrangement of water, Drilling from GL to 200MBGL, Collection of strata in sample box, Geophysical logging of bore well to recording a physical parameter that may be interpreted in terms of formation characteristics, ground water quantity and physical structure of the bore hole after drilling, Preparing of tube well assembly 300mm dia. Plain/ Slotted pipe from GL to 200MBGL. –1 Job.
Supply & lowering of Tubewell assembly.
Supply and lowering 300mm dia 7.9mm thick M.S.E.R.W. pipe.
Supply and lowering 300mm dia 7.9mm thick M.S.E.R.W. Slotted pipe.
Supply and fixing of 200x100mm dia size M.S Girder 4Mt. Long for T.W. assembly.
Supply and fixing of 300mm dia Bail plug with hook.
Supply and fixing of M.S. heavy duty D.E clamp suitable for 300mm dia.
Supply and fixing of 300mm dia well cap.
Supply and shrouding of Pea-Gravel upto 250Mt.MBGL
Development of Tubewell by 350 PSI/1100CFM air comperssor.
Development of tubewell by 350 PSI/1100 CFM Air compressor unit to the satisfaction of Engineer in charge to give a sand free discharge & Proper packing of pea gravel including erection and dismantling of compressor etc.
Development of Tubewell by O.P. unit of suitable capacity.
Development of tubewell by the suitable capacity O.P unit. complete with lowering and lifting of pumping plant including erection and dismantling of O.P. Unit etc.
Dismantling of Rig machine after completion of work, Fitting of girder, clamp and well cap.
Chemical & Bacteriological Test of water
S.I.T.C. of Submersible Pumping Plant with Accessories for Tubewell
Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 170mts. NEH.
Supply of Submersible pump and motor set: 1000 L.P.M. discharge at 170mts. NEH. as spare.
Supply of Fully automatic Air cooled Auto-Transformer Starter cum panel of 60HP as per spacification .
Supply of of 25sq.mm. 3 core Copper conductor P.V.C. insulated submersible cable
Supply of Main piping and valves as per specification and site Requirment
Supply of 125KVA automatic voltage regulator (compact) servo controlled stabilizer with accessories as per specification and site Requirment
Supply of chain pulley 10 tonne capacity with 4.5mt.lift .
Suppl of Electronic type liquid chlorine dosing system
Suppl of Chlorine Testing Kit
Suppl of Liquid Chlorine (50Kg Cane)
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
Tools
Supply of 250 Amp. TPN Main Switch
Installation, commissioning and Testing.
Six month Trial Run/Maintenance for tubewells
Automation of Pumping plant for 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
2 Core 1.5sq.mm.
4 Core 2.5 sq.mm.
10 Core 1.5 sq.mm.
PVC conduit Pipe.
AC& DC, Relay lugs etc.
Auto phase reversal unit 40-100H.P.
Electromagnetic Insertion type Flow Meters for line sizes 150mm
Erection, commissioning and Testing & customization of iRTU/PLC & software
Erection , Testing , commissioning & integration with SCADA station of following.
Flow meter with clamps & complete accessories
Actuator
Internal & External Electrification of pump house for Proposed Tubewell
Wiring for light point/fan point, exhaust fan point, call bell point with15.sq.mm FRLS PVC insulated copper conductor single core cable in surface, recessed medium class PVC conduit , with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5sq.mm FRLS PVC insulated copper conductor single core cable etc, as reuired.
Wiring for circutit/submain wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/recessed medium class PVC conduit as required.
2x2.5 sq. mm +1x2.5sq.mm earth wire
2x4 sq. mm +1x4sq.mm earth wire
supplying and fixing following piano type switch/scoket on the existing switch box/cover including connections etc. as required.
5/6amps switch
3pin 5/6 amp socket outlet
supplying and fixing metal box of 150mm x75mm x60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front incuding providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
supplying and fixing metal box of 180mm x100mm x60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front incuding providing and fixing 6 pin 5/6 A & 15/16 A socket outlet and 15/16 A piano type switch, connections, painting etc. as required.
S/F 3 pin , 5 amp celling rose on the exting junction box/wooden block including connection etc, as required.
S/F brss batten, angle holder including connction etc, as requird.
supplying and fixing 6 way Double door, single pole and neutral, sheet steel, MCB distribuiton board, 240v, on surface/recess, complete with tinned copper bus bar , neutral bus bar, earth bas, din bar, interconnections, power painted indulding earthing etc. as required (But without MCB/RCCB/Isolator)
S/F 5 amps to 32amps rating, 240/415 volts, "C" curve, mainature circuit braker suitable for inductive load of follwing poles in the existing MCBDB compete with connection, testing and commissioning etc. as required.
Single Pole
Double Pole
S/F Security light LED Type, 40 watts with bracket, clamp, connection etc compete in all respect
S/F 23 watts CFL
S/F of LED T_5, 18 watts tubelight fitting connection etc, compleat in all respect
S/F of exhaust fan (i.s.i mark) with jali, 450mm sweep, including making hole for exhaust fan and connection etc, complete in all respect.
S/F of of Wall fan model platina 400mm sweep
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