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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.2 LAccepted-Finance H NO 1016 NR POST OFFICE SANTA CRUZ GOA | ₹6.2 L | L1 | Accepted-Finance low quoted |
| 2 | L1₹6.2 LAccepted-Finance | ₹6.2 L | L1 | Accepted-Finance low quoted |
| 3 | L2₹7.7 L+₹1.5 L (25.0%)Rejected-Finance H NO 72 KOTHIWADA KARAPUR SANKHALI GOA | ₹7.7 L+₹1.5 L (25.0%) | L2 | Rejected-Finance high quoted |
Tender Value
₹7.7 L
EMD Value
₹15,438
Closing Date
2 Sept 2026, 5:30 pmClosed
Executive Engineer-V
the office of the Executive Engineer -V, PWD, Altinho Panaji Goa.
Urgent repairs to Revora and Nadora Talathi office in Tivim Constituency
2026_PWD_31384_1
PWD/D-V/ASW-I/27/26-27/L04
Open Tender
Civil Works - Buildings
Percentage
60 days
Altinho, Panaji -Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹15,438
4 Sept 2026
27 Aug 2026
3 Sept 2026
27 Aug 2026
2 Sept 2026
27 Aug 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 |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 1.14 | 100 sq.m. | 498 | ₹567.72 |
| 2 | Dismantling doors windows and clearestory windows (steel or wood) shutters including chowkhats architrave holdfast etc. complete and staking within 50 mt. Lead;Of area 3 sq.m. and below | 3 | each | 206 | ₹618 |
| 3 | Earthwork 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 | 6.53 | cu.m | 291 | ₹1,900.23 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 4.92 | cu.m | 2,211 | ₹10,878.12 |
| 5 | Providing 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 | 2.46 | cu.m | 6,635 | ₹16,322.1 |
| 6 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level | 8.44 | cu.m | 6,075 | ₹51,273 |
| 7 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 5 (1 cement : 5 coarse sand) in foundation and basement.Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 1.39 | m3 | 6,008 | ₹8,351.12 |
| 8 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. | 35.53 | sq.m | 329 | ₹11,689.37 |
| 9 | Repairs to plaster in patches of 2.5 sq.m. and under including cutting the patch in proper shape and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50m lead.;With cement mortar 1:4 (1 cement : 4 fine sand) | 26.46 | sq.m | 314 | ₹8,308.44 |
| 10 | Removing old loose bottom or side cover of RCC slab beam columns etc. rubbing surface of concrete steel using wire brush and applying 2 coats of Alkaline rust converting primer (Feovert) after a waiting time of 6 hrs between coats and then applying another anti corrosive protective coating system ) for reinforcement bars (IPNet-RB) Conforms to IS-2770 Part-1 (Pull out Test) ASTM-3963-86 (Adhesion Test) and then applying concrete penetrating corrosion inhibitor (EPCO-KP100) and applying bonding new to old concrete (Epibond) Conforms to ASTM-C-882-87 and plastering on the fresh bond coat with Polymer Modified Mortar (Monobond) with 20mm C.M 1:3 and finishing coat of 6mm C.P 1:3 (1 Cement : 3 Sand ) incl. cost of transport etc. as per dir of EIC. All the chemicals will be of Krishna Conchem Products Pvt. Ltd. or Equivalent. | 63.94 | sq.m | 2,086 | ₹1,33,378.84 |
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