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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 LAccepted-Finance H NO 287 3 FATEWADDA ADCOLNA PONDA GOA | SOUTH GOA | GOA | 403103 | ₹9.2 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Information filled in the self-declaration by the agency is not as per the PWD RBLD License Hence Rejected |
Tender Value
₹11.5 L
EMD Value
₹22,980
Closing Date
4 May 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Construction of retaining wall on rural road at Zariwada V.P.Veling Priol Cuncoliem for a length of 0.015kms in Priol Constituency of Ponda Taluka.
2026_PWD_28945_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/05/2026-27 LINE-5
Open Tender
Civil Works
120 days
Zariwada V.P.Veling Priol
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹22,980
12 May 2026
27 Apr 2026
6 May 2026
27 Apr 2026
4 May 2026
27 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 of foundation of structures of culverts, abutments piers, retaining walls etc. as per drawing and technical specification, in all types of strata comprising any of the material such as soil, silt sand, clay, gravel, murrum of all varieties shingles, pebbles all types of conglomerates, laterite rock etc soft rock, ordinary rock or disintegrated rock fissured shattered/ decomposed rock or weathered rock all such material as described under appendix to those specification either in full or in parts as the case may be adopting mechanical means (hydraulic excavator) or any approved method or methods as the case may be convenient or permitted inclusive of chiseling and wedging etc in all conditions such as dry, moist, saturated, submerged, foul condition etc including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing sides, ramming of bottoms, getting out the excavated soil/rock to be leveled and neatly dressed, | ||||||
| 1.01 | pumping and bailing out of water, back filling the excavated earth to the extent required and utilizing the remaining earth locally for road work, barricading, danger lightening, guarding and disposal of excavated earth as directed by the engineer in charge all complete including all leads and lifts and up to depth of excavation as per MoRT & H Specification 304. | 83.92 | Cu m | 25 | ₹2,098 | 12 |
| 2Earthwork 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. | ||||||
| 2.01 | All kinds of soil | 34 | Cu m | 291 | ₹9,894 | 14 |
| 3TRANSPORTATION AND CARRIAGE OF MATERIALS | ||||||
| 3.01 | (A) By Tipper truck including loading, unloading and stacking | - | - | - | - | 16 |
| 3.02 | ii) Earth by tipper truck upto 5.00 km | 117.92 | Cu m | 252.26 | ₹29,746.5 | 17 |
| 4 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. in pipeline trenches and other foundation complete. | 19.49 | Cu m | 2,211 | ₹43,092.39 | 18 |
| 5Providing & 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: | ||||||
| 5.1 | a)All works upto plinth level | 19.69 | Cu m | 6,810 | ₹1,34,088.9 | 20 |
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