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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-Finance H NO 17 A NONDEM NETRAVALI SANGUEM GOA | SANGUEM | SOUTH GOA | GOA | ₹26.4 L | L1 | Accepted-Finance Financially Successful |
| 2 | L2₹26.6 LRejected-Finance H NO 328 A BHALKHAJAN CORGAO PERNEM NORTH GOA 403 512 | NORTH GOA | GOA | 403512 | ₹26.6 L | L2 | Rejected-Finance Financially Unsuccessful |
Tender Value
₹25.2 L
EMD Value
₹50,330
Closing Date
29 Apr 2026, 3:00 pmClosed
Executive Director
1st Floor, Atal Stadium, Cujira, St Cruz, Goa
Repair and Maintenance of the fencing around the Government Village School Playground at Colva STP Area
2026_TSAG_28855_1
SAG/EE-ED/TECH/F08/26-27/224_7
Open Tender
Miscellaneous Works
60 days
Colva
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹50,330
20 May 2026
22 Apr 2026
30 Apr 2026
22 Apr 2026
29 Apr 2026
22 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earthwork 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. a) All kinds of soil | ||||||
| 2Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | ||||||
| 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 : a)All works upto plinth level | ||||||
| 4Providing and laying in position (1:2:4) reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. (1 cement:2 coarse sand:4 graded stone agg 20mm nominal size) a)All works upto plinth level | ||||||
| 4.1 | In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level | - | cu.m | - | - | 8 |
| 5Providing 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. | ||||||
| 6Providing & laying cement concrete 1: 1.5: 3 (1 cement: 1.5 coarse sand: 3 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level | ||||||
| 6.1 | 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 | - | - | 12 |
| 7Centering & shuttering including Strutting, Propping & removal of forms for : Foundaions, Footings, Bases for columns | ||||||
| 8Providing and erecting vertical member of angle section of size 0.90x0.90x5mm to the existing chain link fencing column section of 0.90x0.90x6mm of 4.50 m height to form a built up section with horizontal members(angle section) of size 0.90x0.90x6mm and length 0.30m welded to the existing and new angle section spaced @30cms c/c with 100mm gap above ground level,embeded in cement concrete block of 1:1:5:3 grade of size 300x300x600mm at 3.00 m./c with iron bar 16mmdia as hold fast including welding, including primer,3 coats of oil painting of superior quality etc.complete as per drawing and as directed by the Engineer in charge | ||||||
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