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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.2 LAccepted-Finance | ₹20.2 L | L1 | Accepted-Finance Financially Accepted being 1st lowest |
| 2 | L2₹26.5 L+₹6.3 L (31.2%)Rejected-Finance H NO 116 XELPEM SANGUEM GOA | SANGUEM | SANGUEM | GOA | ₹26.5 L+₹6.3 L (31.2%) | L2 | Rejected-Finance Financially Rejected being 2nd lowest |
Tender Value
₹25.3 L
EMD Value
₹50,504
Closing Date
6 Apr 2026, 3:00 pmClosed
Harsha V. S. Kakodkar
O/o Executive Engineer, WD V, DDW, Sanguem, Goa
Reconstruction of dilapidated pipeline service road from chainage 16135m to 16509.5m under the jurisdiction of SD II, WD-V, DDW, Gogal.
2026_DDW_28406_1
20/DDW-WD V-ASW/2025-26/10 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
₹6,000
₹50,504
13 Apr 2026
27 Mar 2026
8 Apr 2026
27 Mar 2026
6 Apr 2026
27 Mar 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 |
|---|---|---|---|---|---|
| 1Supplying 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 Engineerin-charge). | |||||
| 2Providing 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 | |||||
| 3Providing 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. | |||||
stage.html
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technical_28848.pdf
techsummary_28848.pdf
finance_28848.pdf
BOQ Comparative Chart
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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BOQ_28848.xls
BOQ • 0.28 MB
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