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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹81.1 LAccepted-AOC | 1st | Accepted-AOC L1 | |
| 2 | 2nd₹87.8 L+₹6.7 L (8.20%)Rejected-Finance | 2nd | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
9 Mar 2023, 5:00 pmClosed
EE UJS Nainital
Office of Executive Engineer Uttarakhand Jal Sansthan Nagar Palika Building, 2nd Floor, Mallital, Nainital, Uttarakhand
Strengthening of Buransi (Buransi) Water Supply Scheme in Dhari, Nainital
2023_UKJS_55309_5
412/E-Tender/10 Date 16-02-2023
Open Tender
Civil Works
Item Rate
90 days
Nainital
As Per NIT
3 documents required · 3 mandatory
₹4,720
EE UJS Nainital
₹1.7 L
Nainital
9 Oct 2023
22 Feb 2023
10 Mar 2023
22 Feb 2023
9 Mar 2023
22 Feb 2023
23 Feb 2023
Amount
SCC Cum RF(1 NO)
SCC Chamber and Wing Walls
Earth Work in Excavation
PCC 1:4:8 in bed
PCC 1:2:4 in bed
CR stone masonry 1:4 CM
RR dry stone masonry in stone screen wall
20 thick plaster on inner face of chamber in 1:2 CM
40 thick PCC 1:2:4 coping
75 to 150 mm size boulder filling in spring intake
40 thick chamber cover RCC 1:2:4
MS work in cover (1% of RCC)
Roughening Filter
Earth work in excavation
i) PCC 1:4:8 in foundation
ii) PCC 1:2:4 at base
CR stone masonry in 1:4 CM
MS work in slab (1% of RCC)
Inside chamber
Raised pointing on outer exposed surface
PCC 1:2:4 in bed
20 thick PCC 1:2:4 in floor of chamber
40 thick PCC 1:2:4 in coping
MH cover with locking arrangement 450 x 450
Gravel filling
6 mm to 19 mm
10 mm to 25 mm
25 mm to 37.5 mm
Connection pipe between chambers 90 … PPR
50 mm ø GI medium class pipe fitted with socket & plug at outer end for washout
50 mm ø GI medium class pipe with GI wire mesh at outer end for overflow
CI foot steps plastic coated
Painting Black Japan paint two coats over one primer coat on MS work i.e. MH frame & cover
WPC paint on exposed surface of approved quality (Same as painting)
Unforeseen Items (5% of items 1 to 17)
Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB
Pump of 500 LPM dischage at 210 m head
Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation control panels of different capacities having intelligent unit having FIELD PROGRAMMABLE LOGIC CONTROLLERS based SCADA Operated Pump Motor Start, Run Control Protect against Faults Automatically operated Control & management system for supervisory Control and data Acquisition System at punching water supply schemes & Two years Free of cost A. M. C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from work of manufacture upto site of work:-
(16-40)HP SCADA BASED
Excavation in Pipe Line Trenches: Excavation in ordinary soil (loam, clay, sand) 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 trenches or in to the plinth (75% of Total Quantity)
Excavation in soil mixed with shingle 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,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I 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.
G.I. PIPE CONFORMING TO IS : 1239(PART-1)
15 mm Diameter
20 mm Diameter
25 mm Diameter
32 mm Diametre
40 mm Diametre
50 mm Diametre
Brass/G.M. Valve
50mm dia
Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand
C.I. Air Valve (Screwed)
20 mm Diameter
Constructing masonry Chamber 60x60x75 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 :18.33.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
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 the tank and alluminium ladder inside of the tank, M.S. M.H. cover with locking arrangement, lightning conductor as per electricity rules, water level indicator,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, ventilator column 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.
Buranshi Upper Zone
Existing CWR 10 KL Repair
Sump Leakage Repair
CWR of 20 KL
Supply of FRP coated MS Bucket Type Chlorinator of 25 litres capacity with chlorination arrangement
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 Specifiction
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 Specifiction
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)-GI wire 10 gauge BWG
Construction of RCC Pillars For supporting of pipes
Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 5%)
Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete.
At Outlet of OHT
50mm Dia
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.(Considering 5% of 2020 Households)
Interconnection of new pipe line to existing pipe line including necessary cutting, supply and Installation of required specials fittings all as per direction of Engineer-In- Charge.
Providing and making house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
Kacha Road: provision for making payment to PWD /irrigation/Gram Panchayat And other Department fot reinstatement of road
M/S Guru contractor
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