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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.9 CrAccepted-AOC ASSMAS VILLA KOLACHIYADUKKAM PADY ROAD CHERKALA KASARAGOD | CHERKALA | KASARAGOD | KERALA | 671541 | L1 | Accepted-AOC Lowest Bidder- ACCEPTED | |
| 2 | L2₹23.8 Cr+₹93.7 L (4.09%)Rejected-Finance 48 19 6 2ND FLR MVR COMPLEX DWARAKANAGAR OPP RTC COMPLEX VISAKHAPATNAM 530003 | VISAKHAPATANAM | ANDHRA PRADESH | 530003 | L2 | Rejected-Finance Not the lowest bidder rejected | |
| 3 | Rejected-Technical BLDG NO 03 SF 3 SF 4 TECHNO CIDADE CHOGM ROAD ALTO PORVORIM BARDEZ GOA | NORTH GOA | GOA | 403524 | - | Rejected-Technical Non Responsive |
Tender Value
₹21.8 Cr
EMD Value
₹43.7 L
Closing Date
27 Jun 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
Executive Engineer, Works Division XIII(R), PWD, Mapusa-Goa
Re-Construction of Existing 3-Span Bridge of Kalna River at Chandel-Hasapur in V.P. Chandel-Hasapur in Pernem constituency of Pernem taluka.
2025_PWD_23231_1
6/4/PWD-WD-XIII (R)/ASW/09/2025-26L1
Open Tender
Civil Works - Roads
Percentage
360 days
MAPUSA
Please refer Tender documents.
3 documents required · 3 mandatory
₹40,000
₹43.7 L
25 Feb 2026
9 Jun 2025
30 Jun 2025
9 Jun 2025
27 Jun 2025
9 Jun 2025
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 | Mobilisation of plant equipments personnel tools and all accessories complete for river / marine boreholes to the work site and clearing of plant equipments personnels etc. complete from the work site after the completion of the work and as per the direction of Engineer in charge. | 1 | per job | 50,000 | ₹50,000 |
| 2 | Shifting and setting up ofthe drilling equipments at each borehole location. | 2 | Per boreho le | 2,916 | ₹5,832 |
| 3 | Land boring of HX / NXsize borehole through sand silt clay including mixed boulders shingles ordinary / soft rock including all types of laterite rock using double barrel rotary drilling equipment and casings wherever required as per the Engineer in charge.;Upto 30 m from ground level of boring | 60 | Per Meter | 2,300 | ₹1,38,000 |
| 4 | Land boring of NX / BX size bores through hard rock using rotary drilling equipment with double barrel type as per the directions of the Engineer in charge with casings wherever required etc. complete.;Upto 25m from ground level of boring.; Above 30 and uto 35 m | 6 | Per Meter | 5,500 | ₹33,000 |
| 5 | Extracting undisturbed samples by using appropriate sampling equipment of size 75 mm / 65 mm as per the guidelines shown in relevant Indian Standard Specification labelling etc. at all depths stratas and transport to the laboratory complete. | 20 | Per No | 700 | ₹14,000 |
| 6 | Extracting disturbed samples by appropriate sampling equipment and placing them in airtight plastic jar packing labelling as per guidelines shown in relevant Indian Standard code and transporting he samples to the aboratory complete. | 20 | per No | 300 | ₹6,000 |
| 7 | Conducting staandard penetration test as per IS- 2131-1981 (with upto date amendments ) and as directed by the Engineer in charge | 40 | Per No | 800 | ₹32,000 |
| 8 | Conducting plate load test upto maximum load intesnity of 100 MT/m2 on different size plates (300 mm to 600 mm ) and upto 1.5m to 2.0m depth below ground level including excavation of test pit making necessary loading arrangement etc. complete. | 2 | Per Test | 3,00,000 | ₹6,00,000 |
| 9 | Determination of liquid and plastic limit (Atterberg's limits) plasticity index conforming to IS-2720 part V) - 1970 with upto date amendments. | 8 | Per No | 850 | ₹6,800 |
| 10 | Grain size analysis of soils by using sieves (sieve analysis) | 8 | Per No | 1,250 | ₹10,000 |
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