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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹60.8 LAccepted-AOC | L2 | Accepted-AOC AOC | |
| 2 | L3₹66.5 LRejected-Finance 223 02 WARD NO 10 A DHURI DISTT SANGRUR | DHURI | SANGRUR | PUNJAB | L3 | Rejected-Finance THIRD LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical Technically Disqualified |
Tender Value
₹61.2 L
EMD Value
₹1.2 L
Closing Date
28 Feb 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 F.H.T.C. and other appurtenant works in Jorasi Talli Solar Pumping water supply scheme Phase-II along with handing over the works after commissioning to maintenance J
2023_MDPEY_54989_1
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
₹4,720
Executive Engineer, UKPJN, Kotdwar
₹1.2 L
Kotdwara
19 Sept 2023
14 Feb 2023
2 Mar 2023
14 Feb 2023
28 Feb 2023
15 Feb 2023
14 Feb 2023 - 16 Feb 2023
16 Feb 2023
Amount
Construction of Intake Chamber at source including all materials labour T&P.
Construction of Double Intake Chamber at source including all materials labour T&P.
Repairing of Existing Roughning Filter & R.C.C. C.W.R.10 KL including grouting, plastering inside and outside,coloring, MH cover & Construction of R.C.C. Cross Wall at tapping point for the protection of intake.
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.
20mm thick PC plaster in proportion of 1:2 with cement and sand, including racking of joints up to a depth of 1.27cm including supply of all materials, labour, T&P etc required for proper completion of work.
Painting Black Japan paint two coats over one primer coat on MS work i.e. MH frame & cover
Plaster with 1:6 cement and sand mortar for proper completion of work.
20mm thick plaster with 1:4 cement and sand mortar
Providing and laying in position cement concrete of specified grade in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).including supply of material, labour, T&P etc.
M.H. cover with locking arrangement 45x 45 cm.
Extra excavation for site development for CWR's & Cross Wall.
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.
Supply & fixing of following Valves and Fittings
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 chamber 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, T & P etc. and Construction of Thrust Block as per type design complete (1 in 200 m length Pipeline)
Size of Anchor Block - 0.5m x 0.5m x 0.6m
Size of Anchor Block - 1m x 1m x 1.5m
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
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
Supply and fixing of the following fittings including cartage of materials, labour, T & P etc complete but excluding the cost of excavation and chamber.
G.M. Wheel valves (Class I) as per IS 778/1971 20mm dia
G.M. Wheel valves (Class I) as per IS 778/1971 25 mm dia
C.I. Air Valve (Screwed) 15 mm dia
Construction stone masonry Wheel Valve / Air valve chamber 60x60x60 cm, inside in 1:4 cement & sand mortar with MS MH cover on top the chamber with proper locking arrangement.
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.
Medium Duty (class 'B') 15 mm (For House Connection)
Medium Duty (class 'B') 20 mm
Medium Duty (class 'B') 25mm
Medium Duty (class 'B') 32 mm
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
Supply of all materials, labour, T&P etc and construction of R.C.C. Sump / CWR of following capacities (KL) with M.S. ladder outside & inside of the tank, M.S.M.H. cover with locking arrangement, cowl, outlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 .
2 KL Capacity
3 KL Capacity
4 KL Capacity
7.5 KL Capacity
Supply and instalation of 25 Ltr M.S.Bucket type Chlorinator with glass wooling complete over CWR.
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.
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 8000 LPD discharge at 120 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 per site requirement. (One no. as spare)
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 ( 3000 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
M/S BABA BUILDERS
sharma construction co.
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finance_67130.pdf
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