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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.8 LAccepted-Finance | L1 | Accepted-Finance As per the financial committee report | |
| 2 | L2₹84.6 L+₹20.8 L (32.6%)Accepted-Finance | L2 | Accepted-Finance As per the financial committee report | |
| 3 | L3₹88.8 L+₹25.0 L (39.2%)Accepted-Finance | L3 | Accepted-Finance As per the financial committee report |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
1 Jul 2024, 5:00 pmClosed
Chief Eexcutive Officer, Deolali Cantonment Board
Office of the Cantonment Board Deolali, CAnnaught Road , Deolali Camp
Extension to existing SWM shed at Cantonment SWM plant, trenching ground, Deolali with of MS shed along with provision of concrete platform.Deolali
2024_DGDE_659490_1
R and B Sr No.79/2024-25. SWM
Open Tender
Miscellaneous Works
Works
365 days
Deolali Cantt Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Office of the Cantonment Board Deolali
₹90,000
11 Jul 2024
14 Jun 2024
2 Jul 2024
14 Jun 2024
1 Jul 2024
14 Jun 2024
Amount
Hard Standing with WBM for SWM Shed
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out
P/L Moorum/Red bajri, spread, rolled and consolidated to gradient and camber required-200 mm
P/L Rubble soling 200 mm thick .Soling (or sub base) with broker boulders or quarried stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber
P/L WBM layer 100 mm thick (compacted thickness) WBM with coarse aggregates of grading 1 (90 to 40mm size), spread, rolled and consolidated to gradient and camber required
P/L wearing coat 50 mm thick ,spread, rolled and consolidated to gradient and camber required
Concrete Platform for SWM Shed
Providing 100 mm thick DLC
Supply and Laying TMT Reinforcement Mild steel bars cut to length, bent to shape required, incuding cranking, bending spiirally for hooping for columns, hookingends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips. 10 mm dia and over @ 300 mm c/c
Providing and Laying Cement concrete work in pavement/ hard-standing of flexural strength 40 kg/square centimeter in field using 400 kg of cement per cubic metre,thickness of concrete 25 cm or less.
Finishing surface of concrete roads by brooming
P/L Expansion joint forming 12 mm thick Expansion joints filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound, Grade 'A'.
SWM Shed
Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. Not exc 10 sq m on plan and n exc 1.5 m in depth and getting out- in soft/loose soil
Providing P.C.C. in CM 1:3:6 M10 grade with 20 mm aggregate
SOLING /Hard core- Hardcore 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-broken stone
CONCRETE M:20- Providing Cement concrete in foundations, filling - 20 mm aggregate- in footing
CONCRETE M:20- Providing Cement concrete in foundations, filling - 20 mm aggregate- in columns
CONCRETE M:20- Providing Cement concrete in foundations, filling - 20 mm aggregate- in beams
Supply and Laying TMT Reinforcement Mild steel bars cut to length, bent to shape required, incuding cranking, bending spiirally for hooping for columns, hookingends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips.- For Columns, Beams & Footing- above 8 mm diameter
Supply and Laying TMT Reinforcement Mild steel bars cut to length, bent to shape required, incuding cranking, bending spiirally for hooping for columns, hookingends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips.- For Columns, Beams & Footing- below 8 mm diameter
S/F Gusset Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment
S/F 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 channel & angle sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated)
S/F Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275.-0.63 mm thickness
Providing 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: For Footing & Ground Beams
Providing 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: For Columns
Providing 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: For Lintel Beams
HARI SAI ENTERPRISES
KRISHNAKANT MURLIDHAR KHOND
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