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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹7.4 LRejected-Finance C O SAKHARDANDE APARTMENT 1ST FLOOR ALTINHO PANAJI GOA | NORTH GOA | GOA | 403001 | ₹7.4 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹8.1 LRejected-Finance | ₹8.1 L | L3 | Rejected-Finance Rejected |
Tender Value
₹7.5 L
EMD Value
₹15,077
Closing Date
25 May 2026, 4:00 pmClosed
Sarpanch VPCB
VP Chicolna Bogmalo
Construction of roadside retaining wall near Elvin Rodrigues house and Construction of retaining wall for existing cross drainage in ward I Fondiant in V. P. Chicolna Bogmalo, Mormugao Goa under GIA funds
2026_VP_29188_1
VP/CB/E-Tender/2026-2027/78
Open Tender
Civil Works
Percentage
60 days
VP Chicolna Bogmalo
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹15,077
7 Jul 2026
12 May 2026
27 May 2026
12 May 2026
25 May 2026
12 May 2026
12 May 2026 - 25 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 |
|---|---|---|---|---|---|
| 1 | a) Earthwork in excavation by mechanical means (hydraulic excavator manuel means in foundation pipeline trenches draims not exceeding 1.5M in width or 10 sqm on plan) including dressing of sides ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead 50M a)All Kinds of soil | 105.2 | Cu.m | 291 | ₹30,613.2 |
| 2 | Rubble packing with laterite stone under floors including watering ramming and consoldating etc. in pipeline trenches and other Foundation complete | 10.4 | Cu.m | 2,211 | ₹22,994.4 |
| 3 | a Providing and laying cement concrete 1:3:6 (1 cement 3 coarse sand 6 graded granitic or basaltic store aggregate 40 mm nominal size) excluding cost of centering, shuttering and finishing in all works upto plinth level | 5.2 | Cu.m | 6,192 | ₹32,198.4 |
| 4 | a) 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 a) All works upto plinth level | 69.46 | Cu.m | 6,635 | ₹4,60,867.1 |
| 5 | a)Centering and shuttering including struttings.propping ect and removal of formwork for Foundations, Footings, bases for columns | 160.88 | Sq.m | 407 | ₹65,478.16 |
| 6 | b)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 b) in retaining walls return walls(any thk) lincluding attached pilasters, columns piers abutments, pillars, posts, struts, buttresses string or lacing courses, parapets, coping bedblocks, anchor blocks, plain window sills fillets etc, upto floor five level | 12.24 | Cu.m | 7,442 | ₹91,090.08 |
| 7 | b)Centering and shuttering Including struttings propping etc and removal of formwork for vertical surfaces such as retaining walls, retum walls, walls (any thk) including attached pilasters, buttresses, plinth and sing courses, fillets, etc. | 72.4 | Sq.m | 479 | ₹34,679.6 |
| 8 | Providing and fixing eepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of remaining retaining structure complete as directed by the wall, wing wall and earth Engineer in charge a) 110 mm dia | 24 | RM | 363 | ₹8,712 |
| 9 | Refilling th pipeline/foundation trenches plinth sides, foundation etc. with avalilable excavated earth in layers not exceeding 20cm depth consolidating each layer ramming and watering lead upto 50m and all lifts and disposal of surplus earth as directed by Engineer in charge | 29.45 | Cu.m | 245 | ₹7,215.25 |
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