Tender For Extension To Existing Swm Shed At Cantonment Swm Plant, Glr No.50, Trenching Ground, Deolali
Tender Value
45 Lakhs
Estimated cost
Bid Submission
01 Jul 2024
0 days left
EMD
90000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
deolali → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Extension To Existing Swm Shed At Cantonment Swm Plant, Glr No.50, Trenching Ground, Deolali
BOQ
| Sl. No. | Item Description |
| 1 | Hard Standing with WBM for SWM Shed |
| 2 | Surface excavation n.exc (not exceeding) 30 cmdeep and averaging 15cm deep and getting out |
| 3 | P/L Moorum/Red bajri, spread, rolled and consolidated to gradient and camber required-200 mm |
| 4 | 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 |
| 5 | P/L WBM layer 100 mm thick (compactedthickness) WBM with coarse aggregates ofgrading 1 (90 to 40mm size), spread, rolled andconsolidated to gradient and camber required |
| 6 | P/L wearing coat 50 mm thick ,spread, rolled and consolidated to gradient and camber required |
| 7 | Concrete Platform for SWM Shed |
| 8 | Providing 100 mm thick DLC |
| 9 | 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 includingmild steel wire (annealed) not less than 0.9 mm dia or securing with clips.10 mm dia and over @ 300 mm c/c |
| 10 | 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. |
| 11 | Finishing surface of concrete roads by brooming |
| 12 | 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\". |
| 13 | SWM Shed |
| 14 | 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 |
| 15 | Providing P.C.C. in CM 1:3:6 M10 grade with 20 mm aggregate |
| 16 | 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 |
| 17 | CONCRETE M:20-Providing Cement concrete in foundations, filling - 20 mm aggregate- in footing |
| 18 | CONCRETE M:20-Providing Cement concrete in foundations, filling - 20 mm aggregate- in columns |
| 19 | CONCRETE M:20-Providing Cement concrete in foundations, filling - 20 mm aggregate- in beams |
| 20 | 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 includingmild steel wire (annealed) not less than 0.9 mm dia or securing with clips.- For Columns, Beams & Footing- above 8 mm diameter |
| 21 | 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 includingmild steel wire (annealed) not less than 0.9 mm dia or securing with clips.- For Columns, Beams & Footing- below 8 mm diameter |
| 22 | S/F Gusset Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment |
| 23 | 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. |
| 24 | S/Fchannel &angle sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated) |
| 25 | S/F Galvanised, corrugated mild steel sheeting with twocorrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275.-0.63 mm thickness |
| 26 | 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 |
| 27 | 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 |
| 28 | 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 |
AI Tender Summary
Tender Timeline
Jun 14, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 02, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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