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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAccepted-Finance | ₹15.2 L | L1 | Accepted-Finance low quoted |
| 2 | L2₹20.0 LRejected-Finance 118 SHIRGAL DHARGAL PERNEM GOA | NORTH GOA | GOA | 403001 | ₹20.0 L | L2 | Rejected-Finance high quoted |
| 3 | L3₹20.0 LRejected-Finance H NO 264 1 WARD NO 03 DEULWADA PALIEM PERNEM GOA | ₹20.0 L | L3 | Rejected-Finance high quoted |
Tender Value
₹19.0 L
EMD Value
₹38,068
Closing Date
1 Apr 2026, 5:30 pmClosed
Executive Engineer-V
the office of the Executive Engineer -V, PWD, Altinho Panaji Goa.
Beautification by laying of Pavers and compound wall at GPS Virnoda under MLA-LAD Scheme in Mandrem Constituency.
2026_PWD_28373_1
PWD/D-V/ASW-I/83/25-26/L02
Open Tender
Civil Works - Buildings
90 days
Altinho, Panaji -Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹38,068
9 Apr 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
1 Apr 2026
25 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 |
|---|---|---|---|---|---|
| 1Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | |||||
| 2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.;All kinds of soil | |||||
| 3Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | |||||
| 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:;All works upto plinth level | |||||
| 5Centering & shuttering including Strutting Propping & removal of forms for :;Foundations Footings Bases for columns | |||||
| 6Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering shuttering finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size);All works upto plinth level | |||||
| 7Providing 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. | |||||
| 8Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
| 9Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | |||||
| 10Laterite masonry in neatly dressed stones for 23cm thick masonary walls in cm.1:4(1 cement :4 coarse sand in foundation upto plinth level) Extra for laterite Masonry in all sizes in superstructure from floor I level upto floor V level | |||||
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