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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹60.4 LAccepted-Finance | ₹60.4 L | L1 | Accepted-Finance ACCEPTED |
Tender Value
₹57.6 L
EMD Value
₹1.2 L
Closing Date
9 Jun 2026, 11:00 amClosed
EXECUTIVE ENGINEER
DISTRICT RURAL DEVELOPMENT AGENCY - KUSHAWATI MATHANY SALDANHA ADMINISTRATIVE COMPLEX BLOCK NO 202, 2ND FLOOR NEW COLLECTORATE BUILDING SOUTH MARGAO-GOA
Construction of community hall at Shristhal under sy no. 5/8 in V.P. Shristhal Canacona Taluka, under GGSY Scheme
2026_DRD_29442_1
DRDA-K/EW/GGSY/2026-2027/28 L2
Open Tender
Civil Works - Buildings
Percentage
360 days
SHRISTHAL CANACONA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
30 Jul 2026
27 May 2026
10 Jun 2026
27 May 2026
9 Jun 2026
27 May 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 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. | |||||
| 1.01 | a) All kinds of soil | 1 | cu.m | - | - |
| 1.02 | c) Hard rock where blasting prohibited | 1 | cu.m | - | - |
| 2 | Refilling 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. | 1 | cu.m | - | - |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | cu.m | - | - |
| 4Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | |||||
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in Superstrcuture from floor I level upto floor V level. | 1 | cum | - | - |
| 6Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 6.01 | a) All works upto plinth level | - | cu.m | - | - |
| 7Making plinth protection 50mm thick of Cement Concrete 1:3:6 (1cement : 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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