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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹32.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹35.7 L+₹2.7 L (8.34%)Admitted-Finance | L2 | Admitted-Finance |
Tender Value
₹41.2 L
EMD Value
₹82,357
Closing Date
10 Sept 2026, 5:00 pmClosed
E.E Project Cell
Goa State Scheduled Tribes Finance And Development Corporation Ltd 2nd Floor, Dayanand Smriti Building, Swami Vivekanand Road, Panjim Goa.
Construction of Road from Avem Junction to Ponsulemol from Ch. 0.00 to 875.00 in Sy. No. 148/1 under V.P. Cotigao in Canacona Constituency.
2026_DTW_31376_1
GDTW(Project Cell)/F.08/2026-27/09/SR04
Open Tender
Civil Works - Roads
Percentage
212 days
Cotigao, Canacona Constituency
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,000
₹82,357
22 Sept 2026
28 Aug 2026
11 Sept 2026
28 Aug 2026
10 Sept 2026
28 Aug 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 | Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements on lines, grades and cross sections, and transporting to the embankement location within all lifts and lead upto 1000 m as per MORTH Specification 301 | 709 | M3 | 18 | ₹12,762 |
| 2 | Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with Static roller to meet requirement of Table 300-2 as per MORTH specification 305 | 1,197 | M3 | 554 | ₹6,63,138 |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 1 | M3 | 2,211 | ₹2,211 |
| 4 | Earthwork in excavation by mechanical means (hydraulic excavator) / manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.
a) All kinds of soil | 4 | M3 | 291 | ₹1,164 |
| 5 | Centering and shuttering including struttings, propping etc. and removal of formwork for
a) Foundations, footings, bases for columns and mass concrete. | 6 | M2 | 407 | ₹2,442 |
| 6 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:
a) All works upto plinth level | 2 | M3 | 6,810 | ₹13,620 |
| 7 | Supplying and fixing of Precast RCC slabs (factory made, the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer - in - charge.
a) Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity | 12 | Each | 1,460 | ₹17,520 |
| 8 | 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) . | 700 | M3 | 1,867 | ₹13,06,900 |
| 9 | Providing and laying 50mm (consolidated tk) 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. | 3,325 | M2 | 631 | ₹20,98,075 |
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