Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC VITHAL BUNGLOW JIJAMATANAGAR KURKUMBH ROAD TAL DAUND PUNE 413 801 | PUNE | MAHARASHTRA | 413801 | L1 | Accepted-AOC Accepted being L1 | |
| 2 | L2₹4.4 L+₹69,495.01 (18.9%)Rejected-Finance | L2 | Rejected-Finance Rejected being other than L1 | |
| 3 | L3₹4.6 L+₹94,227.01 (25.6%)Rejected-Finance F 402 AMBIKA APARTMENT PLOT A 9 SECTOR 20 NERUL W NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L3 | Rejected-Finance Rejected being other than L1 |
Tender Value
₹4.9 L
EMD Value
₹9,800
Closing Date
12 Mar 2024, 6:00 pmClosed
GE I CG Ratnagiri
Military Engineer Service Garrison Engineer I CG Ratnagiri SLUY Shed Plot, W19 23 MIDC Mirjole Ratnagiri 415 639
PROVISION OF VISITORS PARKING SHED AT GE I CG RATNAGIRI
2024_MES_642167_1
8203/E8
Open Tender
Civil Works
Item Rate
90 days
Ratnagiri
As per tender documents
8 documents required · 8 mandatory
₹500
GE I CG RATNAGIRI
₹9,800
Yes
6 Apr 2024
13 Feb 2024
14 Mar 2024
13 Feb 2024
12 Mar 2024
27 Feb 2024
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and as directed.
Excavating in post holes in hard/dense soil (or similar holes) each n exc 0.5 cum, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, toe walls, kerb stones etc. n exc 10 sq m on plan and n exc 1.5m in depth and getting out hard/dense soil.
M & L for Plain cement concrete 1:4:8, type D2 using 40mm graded stone aggregate as in foundation, filling and mass concrete etc., comeplete all as specified and directed.
M & L for Plain cement concrete 1:2:4, type B2 using 20mm graded stone aggregate as in foundation, post hole filling, and mass concrete etc, comeplete all as specified and directed.
M & L for broken stone or boullders Hardcore of gauge n exc.63 mm, deposited, spread and levelled in layers n exc.15 cm thick, watered and rammed to a true surface.
M & L for 100mm thick PCC 1:4:8 type D2 using 40mm aggregate as in base, wearing course complete all as specified and as directed.
M & L for Forming 12mm thick Expansion joints, filled with pre-formed bituminous filler, top 30mm primed and sealed with sealing compound, Grade-A on concrete slab having 100 mm thickness.
M & L for pressed precast concrete interlocking paver block any shape and size conforming to IS 155658 - 2006 of 80 mm thickness M-40 grade with grey cement and pigment complete all as spicified and directed by Engr in-Charge.
M & L for Sand filling under floors, paths or in foundations including watering and consolidation complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in hard/dense soil.
Removing excavated material exc. 250 m but n exc. 500 m and depositing where directed where directed at a level not exceeding 1.50m above the starting point.
Rendring 15mm thickin CM 1:4 on fair faces of brick work or concrete surfaces finished fair and even complete all as specified and as directed.
M & L for machine cut laterite stone masonry wall exc 10cm in width of squared rubble, regular coursed, well bonded, bedded and solidly hearted, built in CM 1:4 complete all as specified and as directed.
S & F MS posts and struts in fencing, shed 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 410-W (Gde?E- 250) quality-A complete all as specified and as directed.
S & F Rolled Mild steel of Fe 410 -W (Gde?E- 250) quality-A as in roof trusses (framed), trussed purlins crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle channel or flat sections) including distance pieces, cleats etc.
S & F Rolled Mild steel of Fe 410 -W (Gde?E- 250) quality-A as in plates (plain or chequered) channels. Square cut or notched (ordinary and counter sunk) forming holes, without any attachment.
M & L for Mild steel for wind ties for roof including securing bolts; 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 toFe 410-W (Gde?E- 250) quality-A
S & F Pre painted galuvalume aluminium zinc coating GI based corrugated sheet 0.5mm thick of an colur having tensle strength of 550Mpa as in roof covering/cladding to wall with self tapping screws complete all as specified and as directed.
M & L for preparation of new steel surfaces and applying two coats of synthetic enamel paint over a coat of redoxide zinc crome primer on Surfaces of any description,over 10cm in width or girth, not otherwise describedcomplete all as specified and as directed.
PARIDHI CONSTRUCTION
Advait Enterprises
stage.html
html • 0.05 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 • 0.03 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 .