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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-Finance | ₹9.5 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
₹11.9 L
EMD Value
₹23,845
Closing Date
4 May 2026, 3:00 pmClosed
Executive Engineer
WD-XVIII(R),PWD,Ponda-Goa.
Repairs to protection wall along rural road for a length of 0.12Km at Aggapur in Marcaim constituency of Ponda Taluka.
2026_PWD_28944_1
PWD/DIV.XVIII(R)/TECH/2026/F- 5/05/2026-27 LINE-4
Open Tender
Civil Works
120 days
Aggapur in Marcaim constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹23,845
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. | 104 | Cu m | 25 | ₹2,600 | 12 |
| 2 | Laterite boulder masonry in cement concrete1:3:6( 1cement, 3 coarse sand:6 graded stone aggregate of 40mm nominal size) in foundation | 211.2 | Cu m | 3,806 | ₹8,03,827.2 | 13 |
| 3 | Supplying of laterite stone soling of size 150-200 mm size and murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power road roller including spreading, watering and consolidation of binding material etc.(Measurements shall be considered on finished item) . | 76.8 | Cu m | 1,867 | ₹1,43,385.6 | 14 |
| 4 | Providing and laying 50mm(consolidated thickness)full grout using granitic or basaltic stone of specified grading at 6.00 cu.m. per 100 sq.m. grouting with hot bitumen straight run bitumen(or with such bituminous material of grade and type as specified by the Engineer-in-Charge)at 5.0kg. per sq. m. binding with key aggregate of granitic or basaltic stone of specified grading at 1.5 cu.m. per 100 sq.m. including Providing and laying seal coat sealing the voids in a bituminious surface laid with F.E loader with 1 Cu.m. bucket capacity to the specified levels, grade and cross fall using Type A seal coat with 0.98 kg/sqm of bitumen of grade as per MoRT&H specifications clause 513. | 384 | Sq.m. | 631 | ₹2,42,304 | 15 |
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