Tender For Provn Of Hardstanding With Roof For Bpet / Ppt Practice And Adm Inspection At Trg Area Infront Of Me Line Towards Shivaji Enclave Road And Water Drain Required At Around The Guest Rooms Officers Mess For Proper Drainage Around The Guests R
Tender Value
12.54 Lakhs
Estimated cost
Bid Submission
07 Sep 2026
14 days left
EMD
25082
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Provn Of Hardstanding With Roof For Bpet / Ppt Practice And Adm Inspection At Trg Area Infront Of Me Line Towards Shivaji Enclave Road And Water Drain Required At Around The Guest Rooms Officers Mess For Proper Drainage Around The Guests Rooms At Ordnance Depot Talegaon
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over area n exc 1.5m deep and getting out in hard and dense soil. |
| 2 | Removing excavating material exc 250m but n.exc 500m and depositing as directed. |
| 3 | M&L hardcore of gauge using broken stone or boulder exc 63mm but n.exc 100mm deposited spread and levelled in layers n.exv 15cm thick watered and rolled rammed to a true surface complete all as specified and directed. |
| 4 | M & L 100mm thick cement concrete 1:4:8 type D-2 using 40mm nominal size graded crushed stone aggregate as in sub base complete all as specified and direted. |
| 5 | M&L 150mm tick cement concrete work in pavement/hardstanding of flexural strength 40 Kg/sqcm in field using 400kg of cement per cum complete all as specified and directed. |
| 6 | M&L for forming construction joint 30mm deep x10mm wide sealed with sealing compound grade \\"B\\" for 100 mm thick flooring complete all as specified and directed. |
| 7 | M&L for forming contraction(Dummy) joint 65mm deep x10mm wide sealed with sealing compound grade \\"B\\" for 100 mm thick flooring complete all as specified and directed. |
| 8 | Excavation in post holes (or similar holes) each n exc 0.5cum, getting out returning filling in and ramming earth or broken ruble mixed with earth around in layer and exceeding 25cm in soft and loose soil |
| 9 | M & L for cement concrete in foundation filling and mass concrete Type C2 (1:3:6) using 40m graded crushed stone aggregate |
| 10 | S&F of Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified. |
| 11 | S&F of pre painted galvalume aluminium zinc coating GI based Plain, steel sheeting of 0.50mm thickness in ridges, hips, valley gutters, drip and straight flashings (length and girth as fixed) complete all as specified. |
| 12 | S & F steel work in tubular trusses, post, purlin including special shaped washers etc complete using EW or induction butt welded tubes conforming to IS-1161-1979 grade St-240 |
| 13 | S & F Plates (plain or Chequered) channels, square cut or otched (ordinary and counter sunk) foring holes witout any attachment confiring FE-410-W (Gde E-250) quality A |
| 14 | M&L for Mild steel bolts with dia of neck exc 11mm and n exc 15mm made with hexagonal or square head one end and screwed the other, or screwed both ends; each screwed end to be fitted with washers and one hexagonal or square nut. exc 5cm long |
| 15 | M&L for preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide |
| 16 | Excavation in trenches n exc1.5m wide and n exc 1.5m depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes, etc, n exc 10 sqm on plan and n exc 1.5m in depth and getting out in any type of soil |
| 17 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate ) as in foundation concrete and mass concrete complete all as specified and as directed by Engineer-in-Charge. |
| 18 | M & L Plain Cement concrete in surface channel and drain Type C2 1:3:6 (40mm graded aggregate) all as specified and directed. |
| 19 | M & L for PCC in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands plinth courses, string course, coping, kneelers, apex stones, bed plates,and like including weathering, slightly rounded or chamfered angles and as directed in Type C1 1:3:6 (20mm graded crushed stone aggregate |
| 20 | M & L for brick work in burnt brick with sub class \\"B\\" brick straight or curved on plan exceeding 6 m mean radius and built in CM 1:6 complete all as specified and directed. |
| 21 | M&L for rendering 15mm thick in cement mortar (1:4) on fair faces of brickwork or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed by Engineer-in-Charge. |
| 22 | Demolition of cement concrete (unreinforced) ground floors and pavings n exc 15cm thk (below or above ground floor |
| 23 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point in soilall as specified and directed by Engr-in-Charge |
| 24 | Returning,filling in including spreading ,leveling ,waterring and well ramming in layers not exc 25cm with excaveted soil as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysSep 08, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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