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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.3 LAccepted-AOC 578 AVAS VIKAS JANAKPURI B IZATNAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | 1 | Accepted-AOC Being the lowest bidder. | |
| 2 | 2₹10.3 L+₹97,715 (10.5%)Rejected-AOC | 2 | Rejected-AOC Being other than the lowest bidder. | |
| 3 | 3₹10.3 L+₹1.1 L (11.5%)Rejected-AOC | 3 | Rejected-AOC Being other than the lowest bidder. | |
| 4 | 4₹10.6 L+₹1.3 L (14.5%)Rejected-AOC VILL BHAJNAI POST RAJPUR KALA TEHSIL ANOLA DISTT BAREILLY UP 243302 | BAREILLY | BAREILLY | UTTAR PRADESH | 243302 | 4 | Rejected-AOC Being other than the lowest bidder. | |
| 5 | 5₹11.3 L+₹2.0 L (21.4%)Rejected-AOC C 247 1 RAJINDRA NAGAR BAREILLY 243122 UP | BAREILLY | UTTAR PRADESH | 243122 | 5 | Rejected-AOC Being other than the lowest bidder. |
Tender Value
₹14.5 L
EMD Value
₹29,000
Closing Date
8 Apr 2021, 6:00 pmClosed
Commander Works Engineer, MES, Bareilly
HEADQUARTERS, COMMANDER WORKS ENGINEER, MILITARY ENGINEER SERVICES, STATION ROAD, BAREILLY CANTT, PIN 243001
CA NO CWE BLY/GE(E)/68 OF 2020-21 PROVN OF SCOOTER PARKING SHED AT MD ACCN NEAR P- 26 OF EME BN UNDER GE (EAST) BAREILLY
2021_MES_431205_1
8200/B/660/E8
Open Tender
Civil Works
Item Rate
180 days
Bareilly
Class E Category a(i)
6 documents required · 6 mandatory
₹500
GE(East) Bareilly
₹29,000
Yes
4 Jun 2021
17 Mar 2021
10 Apr 2021
17 Mar 2021
8 Apr 2021
3 Apr 2021
Amount
Rough excavation not exc. 1.50 m deep and getting out in hard/ dense soil complete all as specified and directed.
Excavation in trenches not exc. 1.50 m wide and not exc. 1.50 m in depth for foundation etc. or for manholes, cesspits, shafts etc. not exc. 10 Sqm on plan and getting out in soft/ loose soil complete all as specified and directed.
Excavating in post holes (or similar holes) each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, watering, and removing surplus soil to a distance n exc 50 m and making good surface in soft /loose soil complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc. 25 cm thick in each layer as in soil complete all as specified and directed.
Removing excavated soil to distance n.exc. 50m and depositing where directed at a level not exc. 1.50 m above the starting point complete all as specified and directed.
M&L for providing plain cement concrete, type D-2, 1:4:8 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for brick work with fly ash bricks straight or curved on plan exc. 6.00 m mean radius built in cement mortar 1:6 complete all as specified and directed.
M&L 15mm thick rendering in cement mortar 1:4 to brick masonry wall surfaces or on other than fair faces of brick wall surfaces finished fair & even without using extra cement for fixing tiles etc complete all as specified and directed
M&L Hard core of guage exc 63mm but n exc. 100 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rolled/rammed to a true surface complete all as specified and directed.
M& L 100 mm thick PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in sub base floor / pavings complete all as specified and directed
M&L for cement Concrete coloured interlocking paver blocks factory made with casting in rubber/PVC moulds & compacting on a vibro table assembly and shall be cured in curing tank for atleast 14 days and then air dried before use. The paver block shall be confirming to IS 15658 -2006 of 80mm thickness, M-40 Grade. Approved design, shape, size and colour of top layer complete all as specified and directed.
M&L for sand filling under floors or in foundation, including watering and consolidation complete all as specified and as directed.
M&L for providing plain cement concrete, type B-2, 1:2:4 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for precast machine pressesd glazed rubber moulded PCC (1:2:4) type B0 using 12.5 mm graded aggregrate for machine pressesd precast cement concrete kerb stone 300x150x450mm including weathering, slightly rounded or chemferred angles and throating , as directed edges complete including excavavtion for kerb stone as directed.
S&F steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes confirming to IS 1161-1979 complete all as specified and directed.
S&F plate girder or single stanchions, built up of one beam or channel section with flange plates, caps, bases. splices, angle brackets, cleats and other connections confirming to grade Fe-410W complete all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm of any colour having tensile strength of 550Mpa as in roof covering/cladding to wall and chajja, fixed with self tapping screws complete all as specified and directed.
S&F PVC (SWR) 110mm bore pipes single socketed in any length with rubber ring joints fixed to wall and floor with necessary fitting complete all as specified and directed.
Preparation of new steel surfaces of any description, over 10cm in width or girth not otherwise described two coat of synthetic enamel paint over a coat of red-oxide primer complete all as specified and directed.
M&L for preparing newly plastered surfaces and applying three coats of white wash on wall surfaces complete all as specified and directed.
Vasundhra Enterprises
M/S ABHISHEK ENTERPRISES
NETRAPAL SINGH
M/S Gupta Builders
Builders Harpal
M/S Quality Constructions
SANJEEV KUMAR CONTRACTROR
khanna construction
M/S Harshri Nath Enterprises
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