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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAccepted-Finance H NO 78 VITHALAPUR ZARIWADA SANQUELIM GOA | ₹20.4 L | L1 | Accepted-Finance low quoted |
| 2 | L2₹20.9 LRejected-Finance | ₹20.9 L | L2 | Rejected-Finance high quoted |
Tender Value
₹22.1 L
EMD Value
₹44,156
Closing Date
1 Apr 2026, 5:30 pmClosed
Executive Engineer-V
the office of the Executive Engineer -V, PWD, Altinho Panaji Goa.
Construction of Extra Class room for Government Primary School at Kholpewadi Sal in Bicholim AC.
2026_PWD_28372_1
PWD/D-V/ASW-I/83/25-26/L01
Open Tender
Civil Works - Buildings
240 days
Altinho, Panaji -Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹44,156
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 | |||||
| 5Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
| 6Refilling 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. | |||||
| 7Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.Moorum | |||||
| 8Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | |||||
| 9Providing anti – termite treatment to buildings conforming to I.S.S. 6113 part II 1971 (revised) including adopting precautions for health hazards and safety measures as required therein with the cost of all materials, chemicals, plants, equipments required for the treatment and furnishing a guarantee for a minimum period of 10 years from the date of completion including eradicating any infestation of termite free of cost during the guaranty period complete. (The payment will be made on plinth of the building. Pre-construction | |||||
| 10Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement: 3 Coarse Sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry laterite aggregate 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth. | |||||
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