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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-Finance | ₹19.9 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹21.8 L+₹1.9 L (9.49%)Rejected-Finance MALBHAT HEIGHT NO 18 1ST FLOOR PAJIFOND NEAR SBI BANK MARGAO GOA 403601 | MARGAO | SOUTH GOA | GOA | 403601 | ₹21.8 L+₹1.9 L (9.49%) | L2 | Rejected-Finance QUOTED HIGHER THAN L1 |
Tender Value
₹20.9 L
EMD Value
₹41,846
Closing Date
23 Mar 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
Repair and Construction of footsteps at Salgini in V.P. Netravali in Sanguem constituency (Re-tender 2nd call)
2026_DRD_28108_1
DRDA-K/EW/GGSY/2025-2026/14
Open Tender
Civil Works
Percentage
180 days
SANGUEM
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹41,846
5 Jun 2026
9 Mar 2026
24 Mar 2026
9 Mar 2026
23 Mar 2026
9 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 |
|---|---|---|---|---|---|
| 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 | All kinds of soil | 1 | cu.m | - | - |
| 2 | Rubble packing with hard laterite stone under floors including
watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | cu.m | - | - |
| 3Providing & 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: | |||||
| 3.01 | All works upto plinth level | - | 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. | |||||
| 5Centering & shuttering including Strutting, Propping & removal of forms for : | |||||
| 5.01 | Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth | - | sq.m | - | - |
| 6Precast plain cement chequered tiles 22 mm thick of required shades laid in floors, treads of steps and landing on 20 mm thick bed of Cementmortar 1:4 (1cement:4 coarsesand)jointedwith neatcement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete. | |||||
| 6.01 | Dark shades using ordinary cement | - | sq.m | - | - |
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