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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.6 CrAccepted-AOC H NO 58 BHARONIWADA NAVELIM GOA | ₹2.6 Cr | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹2.6 Cr+₹1.2 L (0.48%)Rejected-Finance | ₹2.6 Cr+₹1.2 L (0.48%) | L2 | Rejected-Finance Highest bidder |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
23 Mar 2026, 3:00 pmClosed
Executive Engineer WDVII(NH),PWD,Panaji Goa
Executive Engineer WDVII(NH),PWD, Junta House Panaji Goa
Construction of retaining wall along Bicholim bypass at Ch.3/320 to Ch.3/500.
2026_PWD_28216_1
2025-26/PWD/WDVII(NH)/ASW/28
Open Tender
Civil Works - Highways
Percentage
60 days
along Bicholim bypass
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹5.0 L
25 Aug 2026
12 Mar 2026
25 Mar 2026
12 Mar 2026
23 Mar 2026
13 Mar 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 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) IV) Hard rock (blasting prohibited). A) Mechanical Means | 1,196.25 | Cum | 953 | ₹11,40,026.25 |
| 2 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. complete | 199.38 | Cum | 2,189.25 | ₹4,36,492.67 |
| 3 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 169.63 | Cum | 5,593 | ₹9,48,740.59 |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. H) RCC Grade M35. Case II) Using Batching Plant, Transit Mixer and Concrete Pump | 1,052.7 | Cum | 10,488 | ₹1,10,40,717.6 |
| 5 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. | 69,908.3 | kg | 105 | ₹73,40,371.5 |
| 6 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. | 791.7 | Cum | 1,955 | ₹15,47,773.5 |
| 7 | Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications. | 228 | Each | 286 | ₹65,208 |
| 8 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. A) Stone/Boulder | 261 | Cum | 2,103 | ₹5,48,883 |
| 9 | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | 259 | Cum | 764 | ₹1,97,876 |
| 10 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2). i) for grading- I Material | 85.8 | Cum | 1,792 | ₹1,53,753.6 |
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