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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹63.6 LAccepted-AOC | 1 | Accepted-AOC ACCEPTED | |
| 2 | 2₹64.0 L+₹38,544.05 (0.61%)Rejected-AOC DEHRADUN | UTTARAKHAND | 248001 | 2 | Rejected-AOC REJECT | |
| 3 | 3₹64.3 L+₹69,914.60 (1.10%)Rejected-AOC | 3 | Rejected-AOC REJECT | |
| 4 | 4₹65.3 L+₹1.6 L (2.56%)Rejected-AOC | 4 | Rejected-AOC REJECT | |
| 5 | 5₹66.5 L+₹2.9 L (4.49%)Rejected-AOC | 5 | Rejected-AOC REJECT |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
31 Dec 2022, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER MAINTENANCE DIVISION, UTTARAKHAND JAL SANSTHAN LANE NO 1, TARUN VIHAR, MOTHOROWALA ROAD, DEHRADUN
Source Augmentation, Construction of CWR, Gravity main, Distribution of pipeline and related works in Kotda Kalayanpur Water Supply Scheme
2022_UKJS_53017_3
4010/E-NIVIDA/2022-23 DT 09.12.2022
Open Tender
Civil Works - Water Works
Turn-key
Dehradun
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Executive Engineer Maint. UJS Dehradun
₹1.5 L
Office Of Executive Engineer
15 Jul 2023
19 Dec 2022
2 Jan 2023
19 Dec 2022
31 Dec 2022
26 Dec 2022
23 Dec 2022
Kotra Kalyanpur Water Supply Scheme: including Supply, Installation, testing & commissioning of Distribution System, Development of source, Repairing of CWR & all appurtenance works etc. complete under Jal Jeevan Mission Program.
Boulder Filled Gallery (BFG) - SCC cum Roughening Filter:Supply of all materials,labour T&P etc. for construction of Boulder Filled Gallery complete in all respects
Water Monitoring System - IOT Based Water Monitoring System including all Sensors (Residual Chlorine sensors,Pressure sensor) ,Mechanical flow meter & all related items.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (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)
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 AND LAYING OF PIPES (RISING 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) - 80 mm
Dismantaling of Gravity Main - Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50m but excluding the cost of earth work (Note :- This item shall be paid with the condition that the recovered pipe from dismantling is reusable.) Dismantling of G.I. pipes. - 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) - 25 mm Diameter
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm 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 20 mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
Flow Meter (Rising Main / Gravity Main) - Supply,Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of followoing Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal output with Flanges, Clamps etc. At Source - 100mm
Over Head Tank / GLSR - 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. - Repair of Existing CWR (180 KL)
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
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
Thrust Block - Thrust Block (Details attached as separate estimate)
Distribution Network & Related Components - Dismantling of Road - 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 20%)
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 20%)
Restoration of Road - For Pipe Laying - Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 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)
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)
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 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
125 mm dia G.I Pipe
Valves & Valve Chambers (DISTRIBUTION MAIN) - Supplying of Brass/G.M. Sluice Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand. Brass/G.M. Valve Pressure PN 1.0 - 20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
65 mm dia
Supplying of Brass/G.M. Sluice Valves (Scouring Purpose)Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand. Brass/G.M. Valve IS 778 Class-I(Scouring purpose) - 20 mm dia
25 mm dia
32 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 - Supply,Installation,Testing and Commissioning of Full Bore Electromagnetic Flow Meter for Lines of followoing Sizes Comprising of Flow Tube Sensor with Transmitter cum Display unit and facility to provide data communication signal over Modbus 485 Port Pulse output and 4-20mA Signal output with Flanges, Clamps etc - At Outlet of OHT - 100 mm
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.(Considering 10% 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.- 15-25
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
Barricading and Display Board - Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
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 Parameters(Physical & Chemical) (b)Tensile Sterngth Properties
RAJENDAR BHATT
B. K. Constructions
Yakub Ali
DINESH SINGH CHAUHAN
Bharu Singh Chauhan
IMAGINATION ENVIRONMENTAL SOLUTIONS PVT LTD
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