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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-Finance | ₹18.6 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L2₹24.4 L+₹5.7 L (30.8%)Rejected-Finance H NO 116 XELPEM SANGUEM GOA | SANGUEM | SANGUEM | GOA | ₹24.4 L+₹5.7 L (30.8%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical The self-declaration is not as per the prescribed format |
| 4 | Rejected-Technical C O SAKHARDANDE APARTMENT 1ST FLOOR ALTINHO PANAJI GOA | NORTH GOA | GOA | 403001 | - | - | Rejected-Technical The self-declaration is not as per the prescribed format |
Tender Value
₹23.3 L
EMD Value
₹46,593
Closing Date
24 Jul 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Rehabilitation of the existing pipeline service road from chainage 16920m to 17266m under the jurisdiction of SD II, WD-V, DDW, Gogal.
2026_DDW_30432_1
20/DDW-WD V-ASW/2026-27/05 L1
Open Tender
Civil Works - Water Works
Percentage
45 days
O/o Executive Engineer, WD V, DDW, Sanguem
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹46,593
11 Aug 2026
17 Jul 2026
27 Jul 2026
17 Jul 2026
24 Jul 2026
17 Jul 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 | Supplying of granitic or basaltic stone soling of size 15-20 cm and Murrum having P.I. Value not more than 6 and laying including packing with smaller stones and consolidation with power roller including spreading waters and consolidation of binding material etc. complete.(Measurements shall be considered on finished item.and and layer of WBM of 50/75mm thick shall be taken seperately over this sub-base to obtain smooth surface, as per the directives of Engineer in-charge). | 414.6 | cu.m | 2,452 | ₹10,16,599.2 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.as per MORTH Specification 404
By Manual Means
Grade-I | 103.65 | m3 | 4,255 | ₹4,41,030.75 |
| 3 | 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. | 1,382 | m2 | 631 | ₹8,72,042 |
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