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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.7 LAdmitted-Finance | -20.00% | ₹9.7 L | L1 | Admitted-Finance |
| 2 | L1₹9.7 LAdmitted-Finance | -20.00% | ₹9.7 L | L1 | Admitted-Finance |
| 3 | L2₹11.6 LAdmitted-Finance H NO 431 16 GHANEMARAD XELDEM QUEPEM GOA | SOUTH GOA | GOA | 403103 | -3.55% | ₹11.6 L | L2 | Admitted-Finance |
| 4 | L3₹11.7 LAdmitted-Finance H NO 17 A NONDEM NETRAVALI SANGUEM GOA | SANGUEM | SOUTH GOA | GOA | -3.00% | ₹11.7 L | L3 | Admitted-Finance |
Tender Value
₹12.1 L
EMD Value
₹24,141
Closing Date
15 Apr 2026, 3:00 pmClosed
Executive Engineer, Works Division XXV
The Executive Engineer, Works Division XXV PWD., Fatorda, Margao - Goa.
Providing crash barrier and protection to road side embankment along Rural road with ID 66697 for a length of 0.05 km in Canacona Constituency of Canacona Taluka.
2026_PWD_28503_1
PWD/WDXXV/ASW/F-2/26-27/01 Line 9 dt 01/04/2026
Open Tender
Civil Works - Roads
180 days
The Executive Engineer, Works Division XXV PWD., F
Please refer Tender Documents
3 documents required · 3 mandatory
₹5,000
₹24,141
20 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
15 Apr 2026
2 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and erecting a "Thrie" metal beam crash barrier comprising of following three factory made unites-viz. 1) Thrie Beam 2) Spacer Block 3) Vertical Post. The Thrie beam 3mm thick cold roll formed guard rail raw material Conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255 Mpa which is fixed by bolted connection to spacer block C-channel of size 75mmx150mm & 5mm thick, 54.6cm height spaced 2meter centre to centre, fixed to Vertical Post C-channel of size 75mmx150mm &5mm thick cold roll formed section made from HR coils raw material conforming to IS-5986-2011 with minimum Grade 255 & with minimum yield stress of 255MPa, with 85cms free height above road or Ground level, and embedded to 115cms deep in cement concrete block of size 35cm*35*115cm of minimum grade M15 (1:2:4) or as directed by Engineer Incharge, assembled & fixed as per drawings of MORTH&H Circular No.RW/NH/33022/1/94-DO/III, dated 24/6/1994 & construction operation as per 811 or relevant MORT&H specifications for Roads & Bridge Works (latest edition). All fittings (bolts,nuts,fasteners,washers etc.) shall be conforming to IS:1367 & IS:1364 & galvanished by hot dip zinc coated process @0.55kg/m2 conforming to relevent IS specifications all etc.complete | - | RM | - | - |
| 2 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305 | - | Cu.m | - | - |
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