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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Finance H NO 110 6 FEIRA ALTA MAPUSA GOA | MAPUSA | GOA | +4.99% | ₹8.8 L | L1 | Admitted-Finance |
| 2 | L2₹8.9 L+₹15,537.29 (1.77%)Admitted-Finance | +6.85% | ₹8.9 L+₹15,537.29 (1.77%) | L2 | Admitted-Finance |
Tender Value
₹8.4 L
EMD Value
₹16,707
Closing Date
18 Mar 2026, 5:00 pmClosed
Chief Officer
MMC, Mapusa
Construction of road from Saibaba Temple to Police Chawl towards Dangui Colony in Ward No. 05.
2026_MC_28009_1
24/MMC/Engg/2065(4)/2025-26
Open Tender
Civil Works
Percentage
90 days
Mapusa
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹16,707
25 Aug 2026
5 Mar 2026
20 Mar 2026
5 Mar 2026
18 Mar 2026
5 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: (a) Ordinary soil. | 667.5 | Sq.m. | 48 | ₹32,040 |
| 2 | 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). | 133.5 | Cu.m. | 1,867 | ₹2,49,244.5 |
| 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. | 667.5 | Sq.m. | 631 | ₹4,21,192.5 |
| 4 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 71 | Cu.m. | 245 | ₹17,395 |
| 5 | Transportation and carriage of materials by mechanical transport including loading, unloading and stacking (ii) Earth. | 166.88 | Cu.m. | 691.91 | ₹1,15,465.94 |
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