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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-Finance 01 DIGNABAD ABERDEEN VILLAGE PORT BLAIR ANDAMAN NICOBAR 744101 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744101 | ₹2.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 Cr+₹20,063.55 (0.10%)Rejected-Finance SHOP NO S 1 SAYYADRI ENCLAVE BUILDING C GROUND FLOOR DURGABHAT PONDA GOA | PONDA | GOA | ₹2.1 Cr+₹20,063.55 (0.10%) | L2 | Rejected-Finance L2 |
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
17 Aug 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Construction of New Rural Road in Chirputem near Trishuleshwar Temple for a length of 0.820Kms in V.P. Veling Priol Cuncoliem of Priol Constituency of Ponda Taluka.
2026_PWD_30854_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/17/2026-27 LINE-2
Open Tender
Civil Works
Percentage
270 days
Veling Priol Cuncoliem of Priol Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹4.0 L
18 Sept 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
17 Aug 2026
5 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 |
|---|---|---|---|---|---|
| 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. | 912.5 | Cu m | 25 | ₹22,812.5 |
| 2Earthwork 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, | |||||
| 2.01 | 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. | 828.75 | Cu m | 291 | ₹2,41,166.25 |
| 3Earthwork in excavation for roadway 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, | |||||
| 3.01 | 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 301. | 984 | Cum | 27 | ₹26,568 |
| 4 | TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking ii) Earth 5 km | 2,725.25 | Cu m | 158.26 | ₹4,31,298.07 |
| 5 | Rubble packing with hard laterite stone under floors including watering, ramming & consolidating etc. in pipeline trenches and other foundation complete. | 253.95 | Cu m | 2,211 | ₹5,61,483.45 |
| 6Providing & 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: | |||||
| 6.01 | a)All works upto plinth level | 919.04 | Cu m | 6,810 | ₹62,58,662.4 |
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