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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-AOC D 154 ADARSH NAGAR JABALPUR MP 482001 | JABALPUR | MADHYA PRADESH | 482001 | L1 | Accepted-AOC BEING LOWEST REASONABLE BIDDER | |
| 2 | L2₹47.6 L+₹2.8 L (6.31%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹48.4 L+₹3.6 L (8.02%)Rejected-Finance 1257 SCHEME NO 5 NEAR HB COLLEGE VIJAY NAGAR JABALPUR MP PIN 482002 | JABALPUR | MADHYA PRADESH | 482002 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
31 Oct 2024, 6:00 pmClosed
CWE JABALPUR
HQ CWE JABALPUR OPPOSITE SUPPLY DEPOT SADAR 482001
SPL REPAIR/REPLACEMENT OF WATER SUPPLY PIPE, ACCESSORIES AND ALLIED WORK IN AREA-II OF AGE E/M (W) WATER SUPPLY UNDER GE (W) JABALPUR
2024_MES_678128_1
81083/E8
Open Tender
Civil Works
Item Rate
180 days
JABALPUR
AS PER NIT
7 documents required · 7 mandatory
₹500
Yes
GE (WEST ) JABALPUR
₹90,000
Yes
23 Dec 2024
5 Oct 2024
2 Nov 2024
5 Oct 2024
31 Oct 2024
19 Oct 2024
5 Oct 2024 - 18 Oct 2024
Amount
Taking up or down old unserviceable Ductile Iron (DI) Pipe and connections incl removal from site complete all as specified and directed for following bores:-
Ductile Iron (DI) Pipe 200 mm bore
Ductile Iron (DI) Pipe 150 mm bore
Ductile Iron (DI) Pipe 100 mm bore
Supply, Laying, jointing & testing of 200 mm bore Ductile iron (DI), pressure pipes with spigot and socket ends, centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint on outer side, including EPDM rubber gasket (push on joint ), in any length laid in trenches/ over masonry pillar and connection to old or new position complete all as specified and directed.
Supply, Laying, jointing & testing of 150 mm bore Ductile iron (DI), pressure pipes with spigot and socket ends, centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint on outer side, including EPDM rubber gasket (push on joint ), in any length laid in trenches/ over masonry pillar and connection to old or new position complete all as specified and directed.
Supply, Laying, jointing & testing of 100 mm bore Ductile iron (DI), pressure pipes with spigot and socket ends, centrifugally cast, class K-9, with cement mortar lining in inner side as per IS:8329/2000 (latest revision) and other relevant standards and metallic zinc coating followed by a finishing layer of epoxy paint on outer side, including EPDM rubber gasket (push on joint ), in any length laid in trenches/ over masonry pillar and connection to old or new position complete all as specified and directed.
Supply & fix in replacement Cast iron sluice valve, ISI Marked 200 mm bore flanged of class 1.0 PN having spindle made out of gun metal, operating wheel nuts, bolts, packing complete all as specified and directed.
Supply & fix in replacement Cast iron sluice valve, ISI Marked 150 mm bore flanged of class 1.0 PN having spindle made out of gun metal, operating wheel nuts, bolts, packing complete all as specified and directed.
Supply & fix in replacement Cast iron sluice valve, ISI Marked 100 mm bore flanged of class 1.0 PN having spindle made out of gun metal, operating wheel nuts, bolts, packing complete all as specified and directed.
Supply & fix in replacement Cast iron sluice valve, ISI Marked 80 mm bore flanged of class 1.0 PN having spindle made out of gun metal, operating wheel nuts, bolts, packing complete all as specified and directed.
Taking up or down old unserviceable GI steel tubing and connectiones incl removal from site complete all as specified and directed for following bores:-
GI steel tubing 80 mm bore
GI steel tubing 50 mm bore
GI steel tubing 40 mm bore
GI steel tubing 25 mm bore
Supply and laying GI steel tubing 80 mm bore medium grade with fittings laid in tranches/wall/floor and joined including necessary fittings such as bends, elbow, tees sockets etc including necessary saddles and clamps complete all as specified and directed.
Supply and laying of GI steel tubing 50 mm bore medium grade with fittings laid in tranches/wall/floor and joined including necessary fittings such as bends, elbow, tees sockets etc including necessary saddles and clamps complete all as specified and directed.
Supply and laying of GI steel tubing 40 mm bore medium grade with fittings laid in tranches/wall/floor and joined including necessary fittings such as bends, elbow, tees sockets etc including necessary saddles and clamps complete all as specified and directed.
Supply and laying of GI steel tubing 25 mm bore medium grade with fittings laid in tranches/wall/floor and joined including necessary fittings such as bends, elbow, tees sockets etc including necessary saddles and clamps complete all as specified and directed.
M & L in replacement Gun metal globe/gate valve (ISI Marked) with iron wheel head, screwed both ends for pipes or for unions for 50 mm bore dia steel tubing complete all as specefied.
M & L in replacement Gun metal globe/gate valve (ISI Marked) with iron wheel head, screwed both ends for pipes or for unions for 40 mm bore dia steel tubing complete all as specefied.
M & L in replacement Gun metal globe/gate valve (ISI Marked) with iron wheel head, screwed both ends for pipes or for unions for 25 mm bore dia steel tubing complete all as specefied.
M&L for construction of valve pit chamber of internal size 900x900x900 mm suitable for 100 mm dia sluice valve including necessary earthwork excavation, PCC (1:4:8) in foundation type D-2 using 40 mm graded stone aggregate , brick wall in CM (1:4) and PCC coping 1:2:4 type B1 using 20mm graded crushed stone aggregate and 15 mm thick rendering in CM 1:4 including provision of MS sheet cover 3 mm thick with MS angle frame 25x25x3 mm all round and at diagonals of size 40x40x6 mm and also MS plate welded to MS angle as shown on drawing embedded in concrete with suitable hinge and locking arrangement including two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as shown in TD Drg No. CEJZ/TD/819/91 sheet 1/1 dt 16/04/1991 .
M&L for construction of valve pit chamber of internal size 600x600x600 mm suitable for 100 mm dia sluice valve including necessary earthwork excavation, PCC (1:4:8) in foundation type D-2 using 40 mm graded stone aggregate , brick wall in CM (1:4) and PCC coping 1:2:4 type B1 using 20mm graded crushed stone aggregate and 15 mm thick rendering in CM 1:4 including provision of MS sheet cover 3 mm thick with MS angle frame 25x25x3 mm all round and at diagonals of size 40x40x6 mm and also MS plate welded to MS angle as shown on drawing embedded in concrete with suitable hinge and locking arrangement including two coat of synthetic enamel paint over a coat of red oxide primer complete all as specified and as shown in TD Drg No. CEJZ/TD/819/91 sheet 1/1 dt 16/04/1991 .
S & F of DI fittings i.e. bends (any type, radius and angle), tapers any type (straight, bend increasing, decreasing or double socket etc), T-pieces single branch, 'Y' junction double branch, cross (all sockets or socket and spigot), collars, caps and plugs etc suitable for & upto 200 mm bore pipes complete all as specified and directed.
Material and labour for cutting, drilling and taping Cast iron / Ductile iron water mains (in position) for branch connection of the internal dia 100 to 200 mm including necessary fittings such as ferrules, nipple short pipe etc complete all as specified
Cutting the road / hard standings for laying cable and excavating not exe. 1.5 wide and 1.5m in depth and getting out all as directed including filing back and finishing as per existing finish, complete matching with the surroundings area.
Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for laying cables and getting out in hard/dense soil all as specified and directed.
Returning and filling in soil including spreading leveling watering and well ramming in layers not exceeding 25 cm all as specified.
Removing surplus excavated material to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 M above the starting point.
Schedule of credit amount of Rs 283800.00.00 to be deducted during AOC
Anandeshwar Enterprises (BID ID -3154809)
Sachdeva Enterprises (BID ID -3146366)
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