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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹45.1 L+₹3.6 L (8.56%)Rejected-Finance | L2 | Rejected-Finance SECOND LOWEST |
Tender Value
₹44.1 L
EMD Value
₹88,000
Closing Date
4 Apr 2023, 5:00 pmClosed
Executive Engineer
Office Of The Executive Engineer, Construction Division, Uttarakhand Peyjal Nigam, Kotdwar
Construction of source, CWR laying, jointing and testing of GI pipe line, providing FHTC and other appurtenant works in Pathanguni Solar Pumping water supply scheme Phase-II along with handing over the work after commissioning to maintenance agency u
2023_MDPEY_54968_2
1068/Nivida/423 dt 09-02-2023
Open Tender
Civil Works - Water Works
Item Rate
270 days
Dugadda
As per tender doucment
3 documents required · 3 mandatory
₹2,950
Yes
Executive Engineer, UKPJN, Kotdwar
₹88,000
Kotdwara
19 Sept 2023
23 Mar 2023
6 Apr 2023
23 Mar 2023
4 Apr 2023
25 Mar 2023
23 Mar 2023 - 24 Mar 2023
24 Mar 2023
Amount
Supply of all materials, labour and T&P etc. and construction of Intake Chamber as per type and design and drawing.
Supply of all materials, labour and T & P etc. and construction of Roughning filter as per type design and drawing.
Supply of all material, labour, T&P etc. all complete and provide 90 cm high RCC cross wall at gadhera tapping point for the protection of intake from flood storm. 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.
All kinds of soil
Ordinary rock
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 walls (any thickness) including attached plasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, post and struts etc 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 grad aggregate 20 mm nominal size)
Reinforcement for R.C.C. work including straightening, cutting, banding, placing in position and binding all complete reinforcement for RCC work using thermo mechanically treated bars.
Centering & shuttering including strutting, roping etc. and removal of form work for walls (any thickness) including attached pilasters, buttresses, plinth and string coarse etc.
Supply and fixing washout as per required size of min length 2.0 mtr length and min size of 25 mm dia GI (med) pipe to be provide as per direction of Engineer-in-charge.
P.C.C. in 1:4:8 with cement, local sand and 40mm gauge stone ballast including supply of material, labour, T&P etc. for proper completion of work.
Supply of all materials, labour T&P etc complete and construct pump house of following size as per type design.
5.5 M x 5.0 M x 4.5M at MPS
Supply, Carting (site store to trench), lowering them into trenches, laying true to alignment and gradient, laying and jointing of pipe line by welding for making up lengths as required for proper completion of work of following grade & sizes ((Excluding cartage from Rail Head to site store.)
MS ERW Pipe Yst 210 50 mm dia., 4.8 mm thick.
Providing of all materials, carting from site store to site of work, laying & jointing of G.I. Medium screwed pipes (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.
15mm dia( Medium Duty)
20mm dia( Medium Duty)
25mm dia( Medium Duty)
32mm dia( Medium Duty)
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.
Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.
Soil mixed with boulder and bajri
Soft rock
G.M. Wheel valves (Class I) as per IS 778/1971 20 mm dia
G.M. Wheel valves (Class I) as per IS 778/1971 25mm dia
G.M. Wheel valves (Class I) as per IS 778/1971 32 mm dia
C.I.Air Valves (screwed) 15mm dia
50 mm dia. Cast steel Sluice / Scour Valve, W.P. 50 Kg/cm2
50 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2
50 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 25 Kg/cm2
Construction stone masonry Wheel Valve/Air valve 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement.
Supply of all materials, labour and T & P etc. and construction of R.C.C. Clear Water Reservoir of following Capacity in K.L. as per type design and drawing including fixing of pipes and fittings including cartage of materials etc. complete
3 KL Capacity
5 KL Capacity at Sump
Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR as per direction of Engineer in charge.
Supply & Fixing an Iron Board and Printing on it as well as writing the details of Work on it.
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of ferrule including tapping the main, but excluding the cost of earth work and cost of all materials.
Providing and fixing brass ferrule 15mm dia. nominal bore for domestic connections.
Providing and fixing of PTMT bib cock 15 mm dia. nominal bore for domestic connections.
Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)
size of anchor block - 0.4m x 0.4m x 0.5m
Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete.
At MPS
Provision of Iron Gate with Pillars of size as required complete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth level in 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD specifications.
Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specification.
Solar Submarsible AC pump set to deliver 6000 LPD discharge at 60 Mtrs. Head, Suitable HP, 230 VAC, 50 Hz, 3 phase with 3 mtrs cable and Controller complete all respect. ( one set for spare)
Solar pump controller panel ( VFD cum starter) Dual power (Both AC/DC) Suitable for above submarsible pump set as following. (One no. as spare) Inbuilt MMPT tracking facility ensuing over load, under voltage protection force air cooled inverse exponential shut down at the time of low radiation. Parameter display facilities. Dry run protection to avoid dry run of pump set. Manual / auto run slector switch on panel box Auto reset after every fault and on / off feature depending of water level in tank by sensor based float switch.
GSM sim based mobile phone operating divice
Float switch with control wire. ( for tank empty and full)
Supply of solar DC wire 6 sq. mm X 1 core, copper conductor, PVC insulated.
Jointing material and other fittings
Supply of Submersible cable 10 sq. mm X 3core, copper conductor, PVC insulated
Solar photo voltic poly crystalline solar module/PV Panel array ( 2000 W) 335 watt each
Hot deep galvanized steel Structure of adequate strength and appropriate design, which can withstand load of modules and high wind velocities up to 200 km per hour and height of the panels from ground level minimum 3 meter.
Construction of CC foundation / base for mounting structure with all consumable material ie. Cement, concret, sand, iron bar etc.
Fencing of SPV Panels etc.
Lightning arrestor with pole, copper strip, copper plate earthing complete in all respect.
Copper earthing of all PV modules mounting structures including copper strip, copper plate earthing complete in all respect.
Pipe fitting with 50 mm dia size GI pipe, Gate valve, Reflex valve, GI union, elbow, nipple, Tee etc complete as required at site.
Installation,testing & commissioning of all above supplied Items
Watch and ward of this solar pumping scheme for 12 months during stabilization
Jaharveer Technology
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finance_69140.pdf
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