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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.6 LAdmitted-Finance GOA GOA | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
| 2 | L1₹9.6 LAdmitted-Finance H NO 259 C CAMORLIM LOUTOLIM SALCETE GOA | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
| 3 | L1₹9.6 LAdmitted-Finance | -20.00% | ₹9.6 L | L1 | Admitted-Finance |
| 4 | L2₹11.7 LAdmitted-Finance H NO 17 A NONDEM NETRAVALI SANGUEM GOA | SANGUEM | SOUTH GOA | GOA | -3.00% | ₹11.7 L | L2 | Admitted-Finance |
| 5 | L3₹13.2 LAdmitted-Finance H NO 225 BOMDAMOL FATORDA QUEPEM GOA 403703 | QUEPEM | SOUTH GOA | GOA | 403703 | +10.00% | ₹13.2 L | L3 | Admitted-Finance |
Tender Value
₹12.0 L
EMD Value
₹24,052
Closing Date
15 Apr 2026, 3:00 pmClosed
Executive Engineer, Works Division XXV
The Executive Engineer, Works Division XXV PWD., Fatorda, Margao - Goa.
Protection to road side embankment by providing retaining wall on Rural road with ID 65893 for a length of 0.027km in V.P. Poinguinim in Canacona Constituency of Canacona Taluka.
2026_PWD_28507_1
PWD/WDXXV/ASW/F-2/26-27/01 Line 10 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
₹24,052
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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation of foundation of structures of culvert, abntments piers, retaining wall etc in all types of strata comprising any of the materials such as soil, silt, clay gravel murrum of all varieties shingles pebbles all types of conglomerates, laterite rock, ordinary soft rock, disintegrated rock fissured rock shuttered decomposed rock or weathered rock and all such other materials as described under Appendix "A" to those specification either in full or parts as the case may be mechanical mean or any approved method or methods as the case may be convenient or permitted inclusive of chiselling, wedging blasting prohibited etc. in all conditions such as dry moist saturated submerged foul conditions etc. and as directed by the Engineer in - charge including dressing of sides ramming of bottoms including getting out the excavated soft/rock to be levelled & neatly dressed including setting out construction of shoring and bracing removal of stumps & other deleterious matter, dressing of sides & bottom, black filling the excavation earth pumping and bailing of water, carriage and disposal of excavated material barricading danger lighting guarding and disposal of excavated earth as directed by the Engineer - in Charge including all leads and lifts etc. complete. | |||||
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 3Centering and shuttering including struttings, propping etc. and removal of formwork for : a) Foundations, footings, bases for columns and mass concrete. | |||||
| 3.01 | b) vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc. | - | Sq.m. | - | - |
| 4Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a)All works upto plinth level. | |||||
| 4.01 | b) In retaining walls , return walls(any thk) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level. | - | Cu.m | - | - |
| 5Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge a) 75 mm dia | |||||
| 6Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge. | |||||
| 7Supplying and fixing in position factory made Pre-cast RCC boundary stones confirming to IRC-25-1967 in concrete grade of M-20 with 20 mm nominal size granitic/basaltic aggregate compacted by means of mechanical vibrator in a smooth form of finish and 6mm dia bars in five no.s. stirrups and two number inverted 'U' size bars etc. complete (Excavation, bed concrete to be paid seperately) Circular 150 mm dia at top 200 mm dia at base and 900 m length. | |||||
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