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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | ₹6.4 L Quoted ₹8.0 L | L1 | Accepted-AOC Being L1 |
| 2 | L2₹8.6 L+₹59,217 (7.43%)Rejected-Finance 2 2 BLOCK B MAYUR RESIDENCY MISRAPUR KURSI ROAD LUCKNOW 226026 UP | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226026 | ₹8.6 L+₹59,217 (7.43%) | L2 | Rejected-Finance Being other than L1 |
| 3 | L3₹10.5 L+₹2.5 L (31.7%)Rejected-Finance 111 YADAV ELECRIC MARKET GB MARG LUCKNOW LUCKNOW UTTAR PRADESH 226018 | LUCKNOW | UTTAR PRADESH | 226018 | ₹10.5 L+₹2.5 L (31.7%) | L3 | Rejected-Finance Being other than L1 |
| 4 | Rejected-Technical LUCKNOW | LUCKNOW | UTTAR PRADESH | 226001 | - | - | Rejected-Technical No remark in WLR of QE Mar 2024 |
Tender Value
₹9.5 L
EMD Value
₹19,000
Closing Date
8 Jun 2024, 6:00 pmClosed
AGE I AF MEMAURA
AGE I AF MEMAURA
REPAIR REPLACEMENT OF OLD CI PIPE LINES WITH DI PIPE LINE AND OTHER CONNECTED WORKS AT AF STN MEMAURA
2024_MES_653800_1
8341/E8
Open Tender
Civil Works
Works
183 days
AGE I AF MEMAURA
As per NIT
8 documents required · 8 mandatory
₹500
AGE I AF MEMAURA
₹19,000
Yes
11 Oct 2024
14 May 2024
10 Jun 2024
14 May 2024
8 Jun 2024
27 May 2024
Amount
Excavation in trenches n. exc 1.5 m wide and n. exc 1.5 m in depth for laying of pipe, n'exc 10 Sqm on plan and getting out in soft/loose soil all as specified and directed
Returning, filling in, including spreading, leveling, watering and well ramming in layers n. exc 25 Cms in soft/loose soil all as specified and directed
Removing excavated material (soil) n. exc 50 m and depositing where directed at a level n. exc 1.5 m above the starting point as specified and directed..
Taking up or down old unserviceable CI/DI pipe and connections from excavated trenches complete all as specified and directed of following size:- Note: Excavation and earth work will be measured and paid separately.
100 mm bore pipe
150 mm bore pipe
200 mm bore pipe
Supply,laying,jointing and testing of ductile iron (DI) , pressure pipes with spigot and socket ends, centrifugally cast class K-7 , with cement mortar lining in inner side as per IS 8329 and other relevant standards followed by a finishing layer of epoxy paint in outer side, suitable for push on joint ( rubber gasket joint ) in any length with inside cement mortar lining incl tyton rubber push on joint laid in trenches complete all as specified and directed of following sizes:-
100 mm bore pipe
150 mm bore pipe
200 mm bore pipe
Re-fixing of CI/DI water mains as obtained from item No - 11 after de-scaling/cleaning in trenches/walls/ floors complete all as specified and directed.
100 mm bore pipe
150 mm bore pipe
200 mm bore pipe
M&L for Ductile iron pipe fittings S/S and flanged (Special) suitable for tyton joints heavy duty for spigot and socketed DI pipes such as bends (any type radius and angle) tapers, any type Straight bend, increasing, decreasing, or double socketed etc) Tee pieces, ring branch, Y junction, double branch, Cross (all socket or socket and spigot) collers, caps and plugs, adapters etc or any size radius and length confirming to IS specifications upto 200 bore in mm complete all as specified.
M/L for making joint with rubber or fibre board gasket complete including rubber gasket (Tyton) suitable for ductile iron pressure pipes for water mains and pipe fitting with spigot and socketed ends of following bore of pipes all as specified and directed:- Note: Excavation and earth work will be inclusive of quated rate.
150 mm bore pipe
M & L for run lead joint complete all as specified and directed for the following bore pipe line:- Note: Excavation and earth work will be inclusive of quated rate.
100 mm bore pipe
150 mm bore pipe
M&L for taking out, sluice valve top cover, spindle and broken/unsv check nut (gutka) carry to workkshop & refixing of sluice valve after servicing/ maintenance/grinding/ cleaning/ threading/ greasing work to sluice valve parts, including replacement of gland packing, rubber sheet, nut, bolt and washer of existing size complete all as specified and directed, of following size:-
100 mm dia
150 mm dia
M&L in replacement of sluice valve class PN-1.6 heavy duty flanged ends drilled , ISI-marked confirming to IS:14846 suitable for following bore pipe, wheel oprated (Handle) with high tensile stainless steel spindle, including nuts, bolts and jointing with jointing materials etc. complete including taking out old existing unservicable sluice valve incl. making arrangement for safe working all as specified and directed.
100 mm dia
150 mm dia
M&L for mechanical joint with all fittings and jointing material such as gasket,flower glands nuts & bolts suitable for 150 mm bore ductile iron pipe complete with all specified and directed. Note: Excavation and earth work will inclusive of quated rate.
M&L for mechanical joint with all fittings and jointing material such as gasket,flower glands nuts & bolts suitable for 100 mm bore ductile iron pipe complete with all specified and directed. Note: Excavation and earth work will inclusive of quated rate.
Supply and fix in repair cast iron flanged non-return valve 150mm dia installed complete confirming to (IS-1536) all as specified and directed. Make Kirloskar/Kejriwal/Upadhyay/Ramco
S & F in replacement of valve pit cover for chamber size 1200x1200x1200 mm made out of 3mm thick mild steel plain sheet and frame work of angle iron of size 40x40x6 mm thick incl providing 4 Nos mild steel butt hinges 100 mm size and MS handle of flat iron fabricated and two coat of synthetic enamel paint over a coat of red oxide primer and including preparation of steel surfaces complete all as specified and directed
All as per item No- 31 above but 900 x900x 900 mm
All as per item No- 31 above but 600 x600x 600 mm
M & L in replacement for construction of brick masonry valve pits with sub-class 'B' brick built in cement mortar (1:6) of size 900 x 900 x 900 mm (internal dimension) with one brick walling and 150 cm x150 cm x 10 cm base foudation with PCC 1:3:6 rendering cement plastering 10 mm thick with cement mortar (1:4) on internal & exposed surfaces, including MS cover of size 01 mtr x 01 mtr made out from 3 mm thick MS sheet including 40 x 40 x 5 mm angle iron framing on MS cover as well as on top wall of the valve pit & painting of the MS cover with two coat of synthetic enamel paint over a coat of red oxide primer including necessary earth work & demolitioln of the existing old valve pit all as specified and as directed.
M & L in replacement for construction of valve pits with sub-class 'B' brick built in cement mortar (1:6) of size 600 x 600 x 600 mm (internal dimension) with one brick walling and 120 cm x10 cm x 10 cm base foudation with PCC 1:3:6 rendering cement plastering 10 mm thick with cement mortar (1:4) on internal & exposed surfaces, including MS cover of size 75 x 75 cm made out from 3 mm thick MS sheet including 30 x 30 x 5 mm angle iron framing on MS cover as well as on top wall of the valve pit & painting of the MS cover with two coat of synthetic enamel paint over a coat of red oxide primer including necessary earth work & demolitioln of the existing old valve all as specified and as directed.
FUTURE Inc.
Industrial Traders
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