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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance GOA | -20.00% | ₹9.1 L | L1 | Admitted-Finance |
| 2 | L1₹9.1 LAdmitted-Finance H NO 144 13 ALTO TORDA SALVADOR DO MUNDO PORVORIM BARDEZ GOA | -20.00% | ₹9.1 L | L1 | Admitted-Finance |
Tender Value
₹11.4 L
EMD Value
₹22,825
Closing Date
30 Mar 2026, 3:00 pmClosed
Executive Engineer I
Executive Engineer I, WDI(Bldgs.) PWD, Panaji Goa.
M/R to Police Quarters at Porvorim. S.H - Urgent repairs/ renovation to Flat no. C-9-1, and construction of septic tank and external repairs to Police Quarter building C-9 at Porvorim-Goa.
2026_PWD_28342_1
PWD/WDI/ASW-17/2025-26/61/04
Open Tender
Civil Works - Buildings
60 days
Executive Engineer I, WDI(Bldgs.) PWD, Panaji Goa.
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹22,825
8 Apr 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 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 jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however only grass is met with the area will be measured and paid for under item 4001). | |||||
| 2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading danger lighting guarding as directed in :;All kinds of soil;All types of Ordinary rock including all types of laterite rock blasting prohibited;Hard rock where blasting prohibited | |||||
| 3Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering shuttering and finishing :;All works upto plinth level | |||||
| 4Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
| 5Refilling 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. | |||||
| 620mm cement plaster 1: 3 (1 cement : 3 coarse sand) | |||||
| 7Extra for providing and mixing water proofing material proportion recommended by the manufacturers.;20mm cement plaster 1: 3 (1 cement : 3 sand) | |||||
| 8Neat Cement punning | |||||
| 9Centering & shuttering including Strutting Propping & removal of forms for :;Vertical surfaces such as retaing walls return walls Partitions walls (any thickness) including attached Pilasters Buttresses Plinth and string courses Fillets and the like | |||||
| 10Centering & shuttering including Strutting Propping & removal of forms for :;Suspended floors roofs landings shelves & their supports | |||||
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