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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹1.6 CrAccepted-AOC | ₹1.6 Cr | 1st | Accepted-AOC L1 |
| 2 | 2nd₹1.6 Cr+₹2.4 L (1.51%)Rejected-Finance | ₹1.6 Cr+₹2.4 L (1.51%) | 2nd | Rejected-Finance L2 |
Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
16 Feb 2023, 5:00 pmClosed
EE UJS Nainital
Office of Executive Engineer Uttarakhand Jal Sansthan Nagar Palika Building, 2nd Floor, Mallital, Nainital, Uttarakhand
Strengthening of Chopra (Chopra) Water Supply Scheme in Bhimtal, Nainital
2023_UKJS_54747_2
161/E-Tender/05 Date 24-01-2023
Open Tender
Civil Works
Item Rate
120 days
Nainital
As Per NIT
3 documents required · 3 mandatory
₹5,900
EE UJS Nainital
₹3.5 L
10 Oct 2023
8 Feb 2023
17 Feb 2023
8 Feb 2023
16 Feb 2023
8 Feb 2023
Amount
SCC Chamber and Wing Walls Detail Below 02Nos
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
RCC 1:2:4- Wall,Slab,50 thick perforated slab for under drains,Deduct for MH
MS work in slab (1% of RCC)
Inside chamber
Raised pointing on outer exposed surface
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)
Construction of Intake Chamber 1.50x1.50x1.0M detail below (03Nos)
Excavation in foundation for retaining, breast walls etc, in all types of soils 1x1.90 m x 1.90 m x 0.60 m
Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations 1x1.90 m x 1.90 m x 0.10
Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls,
12 mm thick cement plaster in 1:4 with cement and fine sand mortar.
Plain/reinforced cement concrete in substructure complet(For height upto 5 m) R.C.C grade M 20 1 x 1.5 m x 1.5m x 0.10 m
Supplying, fitting and placing TMT bar Reinforcement (Fe 415) in substructrue complete
100mm dia. G.I wash out pipe with plug
Disposal of surplus earth and other unforeseen items
Construction of BPT detail below (02Nos)
Excavation of earth mixed with boulders etc requiring use of specials T&P such as pick axe pabbels etc.for foundation including lift up
Same as above but in Medium Rock
Provide and lay P.C.C 1:4:8 with cement, local sand and 40 mm gauge stone ballast
R.C.C work in cement concrete with 20 mm gauge approved stone grit, coarse sand and cement in proportion of 3:1.5:1
Mild steel & iron work in plain work such as R.C.C including supply of all materials, steel & wastage
Centering shuttering including struttings, propping etc. and removal of form work
Outer Wall
Inner Wall
Supply and fixing of float valve
Provsion supply and fixing and wash out and over flow pipes.
Supply and fixing of M.S. MH cover (high pattern) with locking arrangment complete. (0.45 x 0.45) approx. wt. 25 kg
Supply & Installation of elecronically controlled, electrically actuated,diaphragm operated, chemical metering pump, wall mounting suitable for delivering up to 6 litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0 KG/cm2 and suction lift not less than 1.5 meter with accessories.
Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the IPS Campus to prevent the approach of unauthorised souls.
At SUMP / PUMPHOUSE
Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area.
Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.
MSERW Pipe 50mm Dia 4.8 mmthick
Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete.
D.I. D/F Non Return Valve PN 10 50mm dia
Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete.50mm dia
65mm dia
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.
SUMP 30 KL (IPS-1)
SUMP 30 KL (IPS-2)
CWR of 30 KL at Zone - 3 Basgaon
CWR of 25 KL at Zone - 4 Ropda
CWR of 7.5 KL at Zone - 5 Malla Dagad
CWR of 10 KL at Zone - 6 Riyanala
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 (10 No)
Excavation in soil mixed with shingle boulders etc for pipe line trenches including lift upto 1.5 m and lead upto 30 m back filling, watering, ramming of excavated earth in the trenches..
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removalof form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars. (@ 0.7% of R.C.C. quantity)
Anchor Block (Details attached as separate estimate) (Size:- 1.20 m x 1.20 x 1.20 m)
Dismantling of cement concrete Pavement by using pneumatic tools breaking including all material T&P Etc
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,
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.
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) @80% of overall length
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 dia G.I Pipe
20 mm dia G.I Pipe
25 mm dia G.I Pipe
32 mm dia G.I Pipe
40 mm dia G.I Pipe
50 mm dia G.I Pipe
65 mm dia G.I Pipe
25 mm dia G.I Pipe
32 mm dia G.I Pipe
40 mm dia G.I Pipe
50 mm dia G.I Pipe
65 mm dia G.I Pipe
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 20mm dia
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 with locking arrangment
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.
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
S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SET CAPACITY 30 HP, HEAD 280 MTR, DISCHARGE 200 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD.
S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 30 HP 2900 RPM
S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:30 HP
Control Panel
Power wiring and earthing material
Main Piping & Valves a. CI D/F Sluice Valves PN1.0 – 02 Nos. b. CS D/F Sluice Valves Class 300 ASA – 04 Nos.(50mm dia) c. CS D/F Reflux valve class 300 ASA-02 Nos. (50mm dia) d. Necessary Pipe & Fittings
Gauges
Tools
Erection of Pumping Plant
Commissioning of Pumping Plant
Painting
For IPS - 1 as per Atteched Sheet 'Supply of all materials and construction of Pump house as per type design and drawing complete.3.6x3.0mtr 1No detail below…
Excavation of earth in foundation in soil mixed Shingle, bajri etc. including lift upto 1.50 M. and lead upto 50 M. filling watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and disposal of surplus earth upto a distance of 50 M from the centre of the foundation treches, including labour, T&P etc. all 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 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).
First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete (IN FOUNDATION AND PLINTH)
12 mm thick plinth plaster 1:2 PC Mortar.
First class brick work (one brick thick) in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. complete in super structure including necessary cutting & moulding of bricks as required & also including honey comb brick work.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
12 mm thick P.C Plaster1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete.
Same as above but rough cast finish plaster in 1:4 cement and coarse sand.
R.C.C 1:1.5:3 with cement, coarse sand and 20 mm gauge sotne ballast in lintatals sunshades doors and window sills excluding supply of reinforcement and its bending but including its fixing and binding the same with 0.5 mm thick binding wire including supply of all materials, labour, T&P for proper completion of work.
Centering & Shuttering for slab, sill & sun shead
TMT steel or iron work in plain work such as R.C.C work wrought to required shape including supply of steel & its bending.
Mild steel or iron work in heavy sections & sizes as door frames window to required shape including supply of steel sections, hinges, nuts & their fixing required for proper completion of work.
40 mm thick PC 1:2:4 with cement coarse sand and 20 mm gauge stone ballast in flooring laid in panels finished with 12 mm floating coat of near cement & including 80 mm thick required for proper completion of work.
Same as above but 25 mm thick PCC 1:2:4 flooring over 75 mm 1:4:8 base concrete.
Providing and fixing panelled or paneeled glazed shuters for door window 35 mm thick shutters.
Providing and fixing panelled or paneeled glazed shuters for window 35 mm thick shutters.
Painting or warnishing new iron work or wood with one coat of primer & two coats of approved quality paint or varnish including supply of all materials, labour, T&P etc required for proper completion of work.
White washing 3 coats including supply of all materials, labour, T&P etc. required for proper completion of work.
Distempering with oil bound washable distamper of approved brand 2 coats with primer.
Supply and fixing of RS joist of 250 mm x 125 mm size and 4.1 m long in position.
Electric work As per E&M Division requirement.
Supply and fixing of Himachal stone tille in outer side of wall upto door level of pump house.
Supply and laying kota stone tile in floor.
Supply and fixing of Khapral in sloppy roof slab of Varandah.
Supply and fixing of white ciremic tile in inner side of wall upto door level of pump house.
For IPS - 2 Repairing of Exisitng pump house.
Supply of three phase digital rolling contact servo voltage stabilizer suitable for unbalance voltage & load including fixing of proper size copper lugs on input and output cables on both ends at different sites on trunkey basis including 5 years cost free maintenance
Input voltage 330-460 volts (Phase to phase)
Capacity - 25 kva(According to Availablity) (25 kva as per calculation)
Internal Electrificarion
Wiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required.
Wiring for circuit/submain alongwith earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required.
2x2.5 sq. mm + 1x2.5 sq. mm earth wire
2x4 sq. mm + 1x4 sq. mm earth wire
Supply and fixing of metal box of 180 rnmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required.
Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/RCCB/Isolator)
6 Way double door ,
Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required.
Supply and fixing of 20 W LED tubelight complete in all respect (Bajaj/Philips I Equivalent make)
Supply in fixing of LED external lighting luminaires with mounting bracket etc. complete.
Cost of 11KV Transmission Line XLPE Arial bunch cable of size 3X120+120 Sq.mm from existing sub station/ Line of U.K.P.C.L. to Pumphouse
Transformer T/F 11/.04 KV 100 KVA
Security charges for 20KVA
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