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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹33.6 LAccepted-AOC | 1st | Accepted-AOC L1 | |
| 2 | 2nd₹33.6 L+₹1,779.29 (0.05%)Rejected-Finance | 2nd | Rejected-Finance L2 | |
| 3 | 3rd₹34.0 L+₹41,939.94 (1.25%)Rejected-Finance | 3rd | Rejected-Finance L3 |
Tender Value
Refer Docs
EMD Value
₹74,000
Closing Date
11 Apr 2022, 5:00 pmClosed
Executive Engineer UJS Nainital
Office of Executive Engineer, Uttarakhand Jal Sansthan, Mallital, Nainital
Strengthening of Ghiroli (Ghiroli) Water Supply Scheme in Betalghat, Nainital
2022_UKJS_42495_5
389 Date 22.03.2022
Open Tender
Coal
Item Rate
90 days
Nainital
As Per NIT
3 documents required · 3 mandatory
₹2,950
Executive Engineer, Uttarakhand Jal Sansthan
₹74,000
Nainital
25 Aug 2023
28 Mar 2022
12 Apr 2022
28 Mar 2022
11 Apr 2022
28 Mar 2022
5 Apr 2022
Amount
Supply & Fixing of the following size pipes. including cartage of pipes. specials & fittings from site store to the site of works, lowering them into trenches, laying true to alignment & gradient, laying & joining of pipe line including cutting & threading of pipe for making up lengths as required for proper completion of work. G.I (Medium Class) Confirming to IS: 1239 (Part - I) / 2004
15 mm Dia
20 mm Dia
25 mm Dia
32 mm Dia
40 mm Dia
50 mm Dia
Supply & Fixing of following fittings including cartage of materials labour, T&P etc. complete GM Gate Valves
20 mm Dia
25 mm Dia
32 mm Dia
40 mm Dia
50 mm Dia
Excavation of earth for pipe line in following strata lift upto 1.50 m. and lead upto 30.00 m. including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60.00 m. from trenches including supply of labour T&P etc. all complete. It is estimated that 75% excavation will be in soil mixed with shingle, bajari & boulders and rest 25% will be in medium rock. Soil mixed with Shingle, Boulders etc
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 (zone-III) : 8 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
Coursed Rubble Masonry (First Sort) with hard stone in foundation and plinth with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Random Rubble Masonry Stone (Material) for Work Random Rubble Masonry
Cement Concrete Flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
CEMENT PLASTER (IN FINE SAND) 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
Steel Reinforcement for RCC Work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars
G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') 50 mm dia
Reinforced Cement Concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
Supply & Fixing of 18 Gauge MS Sheet Cover MS Cover 600mmX600mm with Locking Arrangement with 40X40X05mm Angle Iron Frame
Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow 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 pipes, ladder, M.S. M.H. cover etc. complete 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. For 12.5 KL
Random Rubble Masonry with Hard Stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)
Flush / Ruled Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand)
Provision of Cartage of Pipe & Specials
Supply of all materials, labour, T&P etc and provide Functional House Tap Connection (FHTC) to every household
Rashid Ali
P P Contractor And Repair Job
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