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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.6 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹48.9 L+₹4.3 L (9.73%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹48.9 L+₹4.4 L (9.81%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | ZIYAUDDIN L1 | M/s Govind Singh Bisht L3 | RAJENDRA KUMAR CONTRACTOR L2 |
|---|---|---|---|---|---|---|
| 1.00Rates for Shifting of Pipe line from Bandiya to Siroli Kala within Kichha Urban w/s scheme Under Deposit work. Tehsil-Kichha, Distt Udham Singh Nagar | ||||||
| 1.01 | Loading and Unloading of Pipe and specials. | 115.58 | Tonne | 462.32 ₹462.32 Lowest | 16,181.2 ₹16,181.2 | 19,533.02 ₹19,533.02 |
| 1.02 | Carting (Haulage) Of pipe for avarage 15 km distance (Divition Store to Kichha Store). | 1,733.68 | Tonne -Km | 6,761.35 ₹6,761.35 Lowest | 6,761.35 ₹6,761.35 Lowest | 6,778.69 ₹6,778.69 |
| 1.03 | Dismantling manually/ by machenical means including of serviceable materials and disposal of unserviceable materials within 50 meter lead directed by Engineer in charge.
Bituminous Road | 12.15 | Cum | 3,319.38 ₹3,319.38 | 3,073.95 ₹3,073.95 Lowest | 3,292.65 ₹3,292.65 |
| 1.04 | Earth work in excavation by mechanical means (Hydraulic ecacavator)/ Manual means in foundation trench or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.50 m including getting out the excavated soil and disposal of surpus excavated soil as directed, within a lead of 50m. | 4,370.78 | Cum | 8,74,156 ₹8,74,156 Lowest | 8,96,009.9 ₹8,96,009.9 | 11,14,548.9 ₹11,14,548.9 |
| 1.05 | Carting ,laying , jointing , fixing and testing by Electric welding on both (inner & outer) side of pipe ISI marked high pressure Electric welding rod following size of plain ended fin cut pipe MSERW pipe by Electric welding both specials and fitting in trench under ground, outside the building including s/o all material labour, t&p etc requied for proper cumplition of work.
MSERW Pipe 200 mm dia (4.8 mm thick) | 2,693 | Rm | 21,27,470 ₹21,27,470 Lowest | 25,17,955 ₹25,17,955 | 23,83,305 ₹23,83,305 |
| 1.06 | Carting ,laying , jointing , fixing and testing of following size G.I. screwed pipe with specials, fittings in trences under ground outside of the building including cutting ,threading etc. complete.
1) G.I. Pipe 150mm dia. (medium quality) | 907 | Rm | 2,30,251.02 ₹2,30,251.02 | 2,14,959 ₹2,14,959 | 1,91,377 ₹1,91,377 Lowest |
| 1.07 | 2) G.I. Pipe 100mm dia. (medium quality) | 2,200 | Rm | 2,15,600 ₹2,15,600 Lowest | 3,42,760 ₹3,42,760 | 3,32,200 ₹3,32,200 |
| 1.08 | Providing and fixing C.I. D/F Sluice Valves (with Cap) complete with bolts, nuts, rubber insertions etc. Pressure PN-1.6
1) 200 mm dia Sluice valve | 2 | No | 67,370 ₹67,370 | 65,000 ₹65,000 | 59,600 ₹59,600 Lowest |
| 1.09 | 2) 150 mm dia Sluice valve | 1 | No | 19,845 ₹19,845 | 19,000 ₹19,000 | 16,000 ₹16,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
23 Mar 2021, 5:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER UTTARAKHAND JAL SANSTHAN, UDHAM SINGH NAGAR DIVISION
Shifting of Pipe line from Bandiya to Siroli Kala within Kichha Urban w/s scheme Under Deposit work. Tehsil-Kichha, Distt Udham Singh Nagar
2021_UKJS_31136_1
1763/Nivida/2020-21 dated 6.03.2021
Open Tender
Civil Works - Water Works
Item Wise
90 days
Udhamsingh Nagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer UJS
₹1.3 L
Udhamsingh Nagar
25 May 2021
10 Mar 2021
24 Mar 2021
10 Mar 2021
23 Mar 2021
10 Mar 2021
17 Mar 2021
Rates for Shifting of Pipe line from Bandiya to Siroli Kala within Kichha Urban w/s scheme Under Deposit work. Tehsil-Kichha, Distt Udham Singh Nagar
Loading and Unloading of Pipe and specials.
Carting (Haulage) Of pipe for avarage 15 km distance (Divition Store to Kichha Store).
Dismantling manually/ by machenical means including of serviceable materials and disposal of unserviceable materials within 50 meter lead directed by Engineer in charge. Bituminous Road
Earth work in excavation by mechanical means (Hydraulic ecacavator)/ Manual means in foundation trench or drains (not exceeding 1.50 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms lift upto 1.50 m including getting out the excavated soil and disposal of surpus excavated soil as directed, within a lead of 50m.
Carting ,laying , jointing , fixing and testing by Electric welding on both (inner & outer) side of pipe ISI marked high pressure Electric welding rod following size of plain ended fin cut pipe MSERW pipe by Electric welding both specials and fitting in trench under ground, outside the building including s/o all material labour, t&p etc requied for proper cumplition of work. MSERW Pipe 200 mm dia (4.8 mm thick)
Carting ,laying , jointing , fixing and testing of following size G.I. screwed pipe with specials, fittings in trences under ground outside of the building including cutting ,threading etc. complete. 1) G.I. Pipe 150mm dia. (medium quality)
2) G.I. Pipe 100mm dia. (medium quality)
Providing and fixing C.I. D/F Sluice Valves (with Cap) complete with bolts, nuts, rubber insertions etc. Pressure PN-1.6 1) 200 mm dia Sluice valve
2) 150 mm dia Sluice valve
3) 100 mm dia Sluice valve
Providing and fixing C.I. Double acting Air Valves of approved quality with bolts, nuts, rubber insertions etc. 80 mm dia.
S/o 20mm thik following sizes of M.S. Flange for fixing of Valve,Tee,Bend, Nipple/Tail plece etc with distribution main as per requirement, including all. 1) 200 mm dia MS Flange
2) 150 mm dia MS Flange
3) 100 mm dia MS Flange
4) 80 mm dia MS Flange
Fixing for following size M.S. Flange by electric welding on both (inner and outer) side fo pipe by ISI Marked high pressure electirc welding rod over the end of MSERW pipe including cutting (if required) the threaded end of pipes. 1) For Fixing of Valves 200mm dia MS Flange
2) For Fixing of Valves 150mm dia MS Flange
3) For Fixing of Valves 100mm dia MS Flange
4) For Fixing of Valves 80mm dia MS Flange
Constructing masonry Chamber 120x120x100 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
Shifting of Water Connection from existing pipe line to proposed (Shifted) pipe line including s/s all material, labour, T&P etc required for proper completion of work. ( As per enclosed unit estimate enclosed)
Construction of PTSP as per type and desingn & enclosed unit estimate including s/s all material, labour T&P etc required for proper completion of work.
Supply of following sizes"D" Joints including rubber ring & nut bolts complete. Class 15 200mm dia
Making inter connection including cutting the exsting A.C. Pressur Main of 150 mm dia, to 350 mm nominal dia. Insurting specials or fittings, bailing or pumping out water, cartage of the materials and returing the scrap to the store, jointing etc. complete. (execuding the cost of insertion pipe)
Making inter connection exsting with the MS/GI Main of 100 mm dia, to 150 mm nominal dia. Including, Cutting and threding of pipe bailing or pumping out water, cartage of the materials and returing the scrap to the store, jointing etc. complete. (execuding the cost of insertion pipe)
RAJENDRA KUMAR CONTRACTOR
M/s Govind Singh Bisht
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