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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹3.0 CrAccepted-AOC | ₹3.0 Cr | 1st | Accepted-AOC L1 |
| 2 | 2nd₹3.0 Cr+₹1.8 L (0.59%)Accepted-AOC | ₹3.0 Cr+₹1.8 L (0.59%) | 2nd | Accepted-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹6.0 L
Closing Date
26 Dec 2022, 5:00 pmClosed
EE UJS Nainital
Executive Engineer Uttarakhand Jal Sansthan Nagar Palika Building, 2nd Floor, Mallital, Nainital, Uttarakhand
Strengthening of Jangligaon (Jangliagaon) Water Supply Scheme in Bhimtal, Nainital
2022_UKJS_53055_13
2512/E-Tender/36 Date 08-12-2022
Open Tender
Civil Works
Item Rate
90 days
Nainital
As Per NIT
3 documents required · 3 mandatory
₹5,900
EE UJS Nainital
₹6.0 L
30 Sept 2023
21 Dec 2022
27 Dec 2022
21 Dec 2022
26 Dec 2022
21 Dec 2022
Amount
1.0 SCC RF (Source) & Related Components
SCC cum RF
SCC, Supply of all materials,labour T&P etc. for construction of Boulder Filled dallery complete in all respects
INJECTING DOSER:
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.
Boundary Wall around Pump House
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.
ESTIMATE OF PUMP HOUSE
For IPS - 1 'Supply of all materials and construction of Pump house as per type design and drawing complete.
For IPS - 2 Repairing of Exisitng pump house.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN / GRAVITY MAIN)
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (RISING MAIN / GRAVITY MAIN)
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)
PROVIDING AND LAYING OF PIPES (GRAVITY MAIN)
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.
80 mm dia 5.5 mm Thickness
GRAVITY MAIN
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)
50 mm Dia
40 mm Dia
32 mm Dia
Valves & Valve Chambers (Rising Main / Gravity Main)
Brass/G.M. Valve
40mm dia
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
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: 80 mm 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 (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
Flow Meter (Rising Main / Gravity Main)
Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete.
80 mm dia at source
Over Head Tank / GLSR/CWR
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 50 KL (IPS-1)
SUMP 50 KL (IPS-2)
CWR of 65 KL at Zone - 5 Jangaliya
CWR of 12.5 KL at Zone - 1 Maalgaon
CWR of 7.5 KL at Zone - 2 Khutela
CWR of 7.5 KL at Zone - 3 Buda Dhura
CWR of 17.5 KL at Zone - 4 Bhojniya & Simala
Supply of FRP coated MS Bucket Type Chlorinator of 25 litres capacity with chlorination arrangement
PIPE/CWR PROTECTION WORK
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
RCC Pillar for Holding Pipe
Construction of RCC Pillars For supporting of pipes
Anchor Block
Anchor Block (Details attached as separate estimate) (Size:- 1.20 m x 1.20 x 1.20 m)
Distribution Network & Related Components Dismantling of Road For Pipe Laying
Dismantling of flexible pavements and disposal of dismantled materials upto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 5%)
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 10%)
Restoration of Road For Pipe Laying
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.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN)
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) @ 50% of overall length
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) @ 50% of overall length
PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) 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) Medium Duty (Class 'B')
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
80 mm dia G.I Pipe
100 mm dia G.I Pipe
Valves & Valve Chambers (DISTRIBUTION MAIN) Brass/G.M. Valve
50 mm dia
65 mm dia
80 mm dia
Providing & Fixing D.I. D/F Sluice Valves Confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete. PN 10
100 mm 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
Flow Meter
Providing & Fixing Woltman type Bulk Meter inline type, flange end with Integral mounted display and all necessary fittings etc complete. At Outlet of CWR
100mm Dia
Water connections
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
BT & Kaccha Road Restoration
Bituminous Pavements: Provision for making payment to P.W.D./ Irrigation/ Gram Panchayat & other department for the reinstatement of road.
Kacha Road: provision for making payment to PWD /irrigation/Gram Panchayat And other Department fot reinstatement of road
Operation & Maintenance (3 Months) & Pipe Testing
Operation & Maintenance Cost for Trail and Testing of Pipes.
Testing of Pipes (G.I ,HDPE & D.I) which includes a)Parameters(Physical & Chemical) b)Tensile Sterngth Properties Note: Additional details were shown in attatched Quotation
PUMPING PLANT & ACCESSORIES (IPS-1)
S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SET CAPACITY 40 HP, HEAD 360 MTR, DISCHARGE 250 LPM WITH BRONZE IMPELLER, HEAVY DUTY BASE FRAME , COUPLING AND COUPLING GUARD.
S.I.T.C. CG MAKE MOTOR FOR ABOVE PUMP 40 HP 2900 RPM
S.I.T.C. OF FULLY AUTOMATIC STARTER PANEL CAPACITY:40 HP
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.(80mm dia) c. CS D/F Reflux valve class 300 ASA-02 Nos. (80mm dia) d. Necessary Pipe & Fittings-
Gauges
Tools
Erection of Pumping Plant
Commissioning of Pumping Plant
Painting
PUMPING PLANT & ACCESSORIES (IPS-2)
S.I.T.C. OF KIRLOSKAR MAKE CENTRIFUGAL PUMP SET CAPACITY 30 HP, HEAD 300 MTR, DISCHARGE 250 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
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.(80mm dia) c. CS D/F Reflux valve class 300 ASA-02 Nos. (80mm dia) d. Necessary Pipe & Fittings-
Gauges
Tools
Erection of Pumping Plant
Commissioning of Pumping Plant
Painting
Calculation of capacity of Servo Voltage Stabilizer (IPS-1) 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 - 50 kva(According to Availablity) (50 kva as per calculation)
Calculation of capacity of Servo Voltage Stabilizer (IPS-2)
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 - 40 kva(According to Availablity) (40 kva as per calculation)
INTERNAL ELECTRIFICATION
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.
Geetaram Saini
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