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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.7 CrAccepted-AOC C 62 SHATABDI NAGAR ALIGARH 202001 UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | 202001 | ₹2.7 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹3.2 Cr+₹55.4 L (20.9%)Rejected-AOC | ₹3.2 Cr+₹55.4 L (20.9%) | 2 | Rejected-AOC L2 |
Tender Value
Refer Docs
EMD Value
₹6.0 L
Closing Date
31 Aug 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Uttarakhand Jal Sansthan Haldwani situated at Tikoniya, Nainital Road Haldwani
Construction of Ginti Gaon Water Supply Scheme including, Supply Installation, testing an commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Kotabagh
2022_UKJS_48099_2
2063/JJM/Nivida/29 dated 06.08.2022
Open Tender
Civil Works - Water Works
Item Wise
365 days
Haldwani
As Per TD
2 documents required · 2 mandatory
₹7,080
Executive Engineer UJS
₹6.0 L
5 Sept 2023
18 Aug 2022
1 Sept 2022
18 Aug 2022
31 Aug 2022
18 Aug 2022
Rates for Construction of Ginti Gaon Water Supply Scheme including, Supply Installation, testing & commissioning of Rising Main, Distribution System, Construction of OHT all appurtenance work etc. complete within Jal Jeevan Mission program under Kotabagh Block.
Injecting Dozer
Supply, Installation, testing & commissioning of Microprocessor based chemical dosing system suitable for providing automatically variable controlled dose of chemical to maintain required PPM of chemical to maintain required accessories and 200 ltr. Tank, wall mounting suitable for delivery upto 8 Ltr. of chemical solution /sodium Hypochloride solution per hours under maximum delivery pressure up to 10 Kg/cm sq. and suction lift not less than 1.5 meter with accessories (i.e. valve, nozzle, 200 liter PVC tank at complete)
Raw water Rising Main & OHT/GSLR/CWR outside village water works
Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 m. and lead upto 30 m. with backfilling, watering, ramming of excavated earth in the trenches
Providing of all materials, Carting from site store to site of work, lowering in to trenches with true to alignment Laying MS ERW pipes grade yst 210. Jointing by electric welding process with proper grade of electrode suitable for jointing of water supply pipe line (Ador, L&T or equivalent electrodes) by cutting of pipes & making required bends by welding complition of work with testing of pipe line etc complete 150 mm dia 4.8 mm thick
To Replace AC Gravity Line (To connect CWR of Awalakot) 150 mm dia 4.8 mm thick
Over Head Tank /GLSR
Supply of all materials, labour, T&P etc and construction of R.C.C. OHT of 205 KL capacities and 16 m staging with 1.00 m. RCC Stair case from GL to balcony and from balcony to top done 1 m x 1 m RCC landing at suitable location and railed with 3 rows of 20 mm dia GI (M) pipe on 65x65x5 mm angle iron post fixed with ladder from top to the floor inside of the tank M.S. M.H. cover with locking arrangement, lighting conductor as per electricity rules, water level indicator, supply & fixing of outlet, inlet, overflow and wash out pipe with necessory sluice valves, pipe pieces includding cost of material flooring 0.6 m. wide apron, painting on tank body verticle pipes, ladder etc 205 KL OHT Staging 16.00 M.
Boundary wall Staff Quarter and Gate
Supply of all materials, labour T&P etc. for construction of Half brick boundary wall 1.5 m hight as per departmental type design at water works required for proper completion of work.
Supply and fixing of 3.60 m wide main gate & 1.20 m wide wicket gate including construction of pillars as per departmental type design including supply of all materials, labour, T&P etc. required for proper completion of works.
3.0 Distribution Network & Related Components
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Bituminous road
Kaccha Patari Road
Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent designmix)
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)
Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
Providing of all materials, Carting from site store to site of work,Laying& jointing of GI (M) screwed pipes (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. 50 mm dia
65 mm dia
80 mm dia
100 mm dia
150 mm dia
Providing & fixing C.I. D/F Sluice valves Confirming to IS: 14846-2000 in position etc complete - PN 1.6 C.I. Sluice Valves 50 mm dia
65 mm dia
80 mm dia
100 mm dia
150 mm dia
Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same up to site of work and fixing the same and water supply line Including the cost of valves, specials, labour and T&P Complete in all respect. (Stand post type) 80 mm diameter
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for scour 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 :With common burnt clay F.P.S.(non modular) bricks
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.
Fire Hydrent Chamber
Flow Meter 100 mm
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.
Testing of Pipe
Hiring of Godown
House Connections & restoring existing connection
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 etccomplete.G.I. PIPE CONFORMING TO IS : 1239(PART-1).Medium Duty (Class 'B'). 15 mm dia
Making ferrule connection in the existing main of G.I, A.C, PVC or any type of pressure mains with saddle piece, service connections, fittings and fixing of G.M. ferrule including tapping the main, but excluding the cost of earth work and cost of all materials. 19.01 Ferrule Connection (Labour cost only)/Connection Ferrule Connection (Labour cost only)
Cost of Material for ferruling in FHTC per connection as Lump Sum
Excavation in soil mixed shingle boulders etc for pipe line trenches including lift 1.5 M and lead up to 30 M with backfilling , watering, ramming of excavated earth in the trenches
HMS INFRATECH PRIVATE LIMITED
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