Tender For Providing Of Parking Shed At Altinho C Under Ge Panaji (Goa)
Tender Value
9.68 Lakhs
Estimated cost
Bid Submission
21 Sep 2026
6 days left
EMD
19500
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
goa → Goa
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Providing Of Parking Shed At Altinho C Under Ge Panaji (Goa)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Sep-2026 | Amendt to Tender Documents | Other | 21-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavating in post holes (or similar holes) each n exc 0.5 cum in soft/disintegrated rock, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm and removing surplus soil at a distance n exc 50m and making good surface all as specified and directed. |
| 2 | S&F for Rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410 -W (GdeE- 250) qualityA all as specified and directed. |
| 3 | Material and Labour for Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161 1979 grade St.-240 |
| 4 | M & L for Preparation of New steel surface of any description over 10 cm width or grith and applying two coats of synthetic enamel paint over a coat of red oxide complete all as specified. |
| 5 | S&F 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 and necessary groove cutting in existing walls, including filling of gaps between wall and sheet with CM 1:4, complete all as specified and directed by Engr-in-Charge. |
| 6 | S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws and necessary groove cutting inn existing walls, including filling of gaps between wall and sheet with CM 1:4, complete all as specified and directed by Engr-in-Charge. |
| 7 | Material and Labour for Excavating in trenches in soft disintegrated rock, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out all as specified and directed. |
| 8 | Returning, filling in trenches including spreading, leveling watering and well ramming in layers not exc 25 cm thick complete all as specified and as directed by the Engineer-in-Charge. |
| 9 | Removing excavated material to distance not exc 50 metre and depositing where directed at a level n.exc 1.5 metre above the starting point complete all as specified and as directed by Engineer-in-Charge |
| 10 | M&L for Cement concrete 1:3:6 type C2 (using 40 mm graded stone aggregate) in foundations, filling and mass-concrete all as directed by Engr-in-charge. |
| 11 | M&L for Pre-cast cement concrete block(Type B1 1:2:4 20 mm graded aggregate ) masonry with solid blocks, exc. 10 cm in width and setting in mortar, complete all as specified and directed. |
| 12 | M&L for rendering 15mm thick in cm 1:4 on brick masonary surfaces and finished the even and fair without using extra cement |
| 13 | Supply only integral water proofing compound complete all as specified and directed. |
| 14 | M & L For PCC type B-1, 1:2:4 (20mm graded stone aggerates) as in coping and the like. |
| 15 | M&L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over a coat of primer ,as per manufacturer's specification. |
| 16 | Material and labour for Surface excavation of soft/ disintegrated rock n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out all as specified and directed. |
| 17 | Hardcore of gauge n exc. 63 mm of Broken bricks /boulders, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface |
| 18 | M&L PCC (1:4:8) type D2 using 40 mm graded stone agg as in foundation filling & mass concrete and sub base. |
| 19 | M&L for Plain cement concrete of 40mm thick of type B-1, 1:2:4 (20mm graded aggregate) as over the sub bases and Finishing cement concrete surface even and smooth without using the extra cement all as specified and directed |
| 20 | M/L RCC of TypeB0 1:2:4 (12.5mm graded aggregate) Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like |
| 21 | Supply and fix 10mm dia and over TMT bars cut to length bend 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 in Footing/raft footing,beams,columns,slabs, lintels etc.. |
| 22 | Supply and fix 5mm dia and over upto and including 10mm dia TMT bars cut to length bend to shape required including cranking bending et as in stirrups, spacers and binders |
| 23 | Material and Labour for Excavating over areas, of soft disintegrated rocks n exc 1.5 m deep and getting out all as specified and directed |
| 24 | Removing excavated material of soils exc. 1.50 km but n exc. 5 km and depositing where directed all as specified and directed |
| 25 | M/L RCC of TypeB0 (12.5mm graded aggregate) 1:2:4 Nominal mix Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete |
| 26 | 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 of fair finished surface Please Enable Macros to View BoQ information |
| 27 | 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 of fair finished surface Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysTender Documents
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