Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹65.2 LAccepted-AOC | 1 | Accepted-AOC Acceptance of tender | |
| 2 | 2₹66.1 L+₹63,210 (0.97%)Rejected-Finance | 2 | Rejected-Finance Not L1 | |
| 3 | 3₹71.6 L+₹6.1 L (9.36%)Rejected-Finance 736 PARAGDAS MANDIR NIRMOCHAN GHAT AYODHYA 224123 | AYODHYA | AYODHYA | UTTAR PRADESH | 224123 | 3 | Rejected-Finance Not L1 | |
| 4 | 4₹73.9 L+₹8.4 L (12.8%)Rejected-Finance | 4 | Rejected-Finance Not L1 | |
| 5 | 5₹74.1 L+₹8.6 L (13.1%)Rejected-Finance | 5 | Rejected-Finance Not L1 |
Tender Value
₹82.8 L
EMD Value
₹1.5 L
Closing Date
14 Jan 2025, 6:00 pmClosed
CWE LUCKNOW
HQ CWE Lucknow, 229 MG Road, Lucknow Cantt, Lucknow-226002
Provn of Boundry Wall (362 Mtr) of RSD Lucknow UNDER GE (Project) LUCKNOW
2024_MES_687260_1
CWE/LKO/P/T-120 OF 2024-25
Open Tender
Civil Works
Item Rate
180 days
LUCKNOW
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,000
GE (P) Lucknow
₹1.5 L
Yes
3 Feb 2025
5 Dec 2024
16 Jan 2025
5 Dec 2024
14 Jan 2025
26 Dec 2024
5 Dec 2024 - 26 Dec 2024
Amount
Site clearance as cutting of vegitation/bushed/shrubs of any type Grubbing up tree trunk including cutting of trunk portion protruding over ground, digging out roots, filling holes and leveling off ground, and removing of debries to a distance n exc. 50 m complete all as specified and directed.
Excavating in trenches, not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation, etc or not exceeding 10 Sqm on plan and getting out in soft/loose soil, complete all as specified and directed by Engr-In-Charge.
M & L for cement concrete type D2 1:4:8 (40mm graded aggregates) in foundation filling and mass concrete complete all as specified and directed.
Formwork to sides of pillars, posts, struts, piers, columns and stanchions
Formwork to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including sup- ports, overhangs, etc. also splays between floors and beams, etc.
Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter
TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips (TMT Bars)
TMT bars 8mm, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips.
M & L for Reinforced cement concrete M-25 design mix (using 20 mm graded stone agg) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete in foundation, footings, complete all as specified and directed.
M & L for Reinforced cement concrete M-25 design mix (using 20 mm graded stone agg) in columns, pillars, piers, posts and struts etc complete all as specified and directed.
M & L for Reinforced cement concrete M-25 design mix (using 20 mm graded stone agg) in beam cantilevers, bressummers, lintels over 1.5 m span etc complete all as specified and directed.
M&L for Broken glass coping in Cement mortar 1:3 on top of wall complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point-Soil
M & L for brick work using fly ash brick (old size) conforming to IS-12894:2002, straight or curved on plan, exc 6.0 m mean radius, built in CM (1:4) , complete, all as specified and directed.
Rendering 15mm thick on other than fair faces of brick work or concrete surfaces 1:4 (1 cement: 4 coarse sand) finished even & smooth (without using extra cement) complete all as specified and directed.
Rendering 15mm thick on fair faces of brick work or concrete surfaces 1:4 (1 cement: 4 coarse sand) including finished even and smooth without using extra cement complete all as specified and directed.
Two coat of cement based paint over one coat of cement primer on newly plaster surface on wall includinh preparation of surface complete all as specified and directed.
S&F 2.24 mm dia of wire Galvanised. 2 strand, steel barbed wire 2.0mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc complete all as specified and directed. Note : Each line of wire shall be measured.
S&F for 40x40x6 angle Iron hand rails , half round or other steel section or core for wooden hand rails straight portion, driled and countersunk for balusters running bars for doors balusters noising to steps including embedding in concrete and screwingbolts, posts and struts in fencing including cutting, tops to shape as directed, drilling holes notching for wire etc flat iron fillets ( for securing wire mesh etc) including all necessary drilling, bolting or riveting etc and similar work conforming to Fe-290 gde E- 165 complete all as specified and directed
M &L for preparation of steel surfaces of any description over 10cm in width or girth not otherwirse described and two coat of synthetic enamel paint over one coat of red oxide complete all as specified and directed.
S&F of Concertina Coil 600 mm dia (at streatched position) made out of hot dipped galvanised steel wire coated with CLR and anti corrosive paint. Weight of each bundle is not less than 9.5 Kg and should have cover 6 RM of length and minimum rounds of circle is not less than 25 per 3 RM, fixed over barbed wire at point where coil touche the bottom of barbed wire with the help of hog rings (14 SWG) and in between 'Y' shape angle iron post complete all as specified and directed.
Supplying and laying with CPVC (150 mm internal diameter of pipe), Schedule 40 pipes & Plain Schedule 80 fittings in trenches complete all as specified and directed.
Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, for forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165 complete all as specified and directed. (02 Grill of size( 900x600) mm
Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion and making good disturbed ground Posts embedded in Concrete
Dismantling wrought iron or mild steel work of any description not otherwise provided for
PROTON CONSTRUCTIONS COMPANY (BID ID -3204486)
disha construction (BID ID -3213006)
M/s Ram Singh Agarwal (BID ID -3203666)
Total Construction & Management Services (BID ID -3204692)
Shri Siddhi Vinayak Builders (BID ID -3201905)
DHARYA ENTERPRISES (BID ID -3214385)
Matrubhoomi Construction (BID ID -3204583)
M/s Vimal Traders (BID ID -3210336)
stage.html
html • 0.07 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .