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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC H NO 18 272 SHIRWAI QUEPEM GOA | QUEPEM | SOUTH GOA | GOA | ₹30.0 L | L1 | Accepted-AOC 1st Lowest |
| 2 | L2₹30.3 LRejected-Finance H NO 243 TILAMOL QUEPEM GOA | QUEPEM | GOA | ₹30.3 L | L2 | Rejected-Finance 2nd Lowest |
Tender Value
₹28.6 L
EMD Value
₹57,147
Closing Date
13 Jan 2026, 1:00 pmClosed
Chief Officer
Quepem Municipal Council Quepem Goa
Construction of storm water drain from main road to Yogesh Varde house at Medak Sirvoi, Construction of road at Various places at Medak Sirvoi, Retaining wall infront Mani Charmeti house at Medak Sirvoi and Protection Wall infront Rupesh Naik
2025_MC_26957_1
QMC/MUN/TECH/2025-26/4222/1
Open Tender
Civil Works
90 days
Medak Sirvoi
please refer Tender notice
3 documents required · 3 mandatory
₹4,000
₹57,147
1 Jun 2026
30 Dec 2025
14 Jan 2026
30 Dec 2025
13 Jan 2026
31 Dec 2025
Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed
All kinds of soil
Transportation and carriage of materials (A) By tipper truck including loading, unloading and stacking (A) Lime,building rubbish, manure sludge, moorum excavated rock ( i ) Lime,moorum, building rubbish earth upto 5 km.
Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete.
Moorum (along the road side)
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
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) .
Providing and laying in position cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40m nominal size) excluding cost of centering, shuttering and finishing:
All works upto plinth level
In retaining walls, return walls (any thick) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc, upto floor five level.
Centering and shuttering including strutting, propping etc. and removal of formwork for:
Foundations, footings, bases for columns and mass concrete.
vertical surfaces such as retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, etc.
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in Cu.m. 1:4 (1 cement: 4 coarse sand in foundation upto plinth level
Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level.
18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and top layer 6mm thick with cement plaster 1:3 (1 cement: 3 coarse sand) finished with sponge.
Painting three or more coats with acrylic exterior paint of approved brand and manufacture (such as weather shield, APEX) including applying one coat of cement primer and one coat of surface treatment etc. complete.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retainig structure complete as directed by the Engineer in charge.
110 mm dia
Providing and laying 50 mm (consolidated thickness ) full grout using granitic or basaltic stone of specified grading at 6.00 cu.m per 100 sqm.grouting with hot bitumen straight run bitumen ( or with such bituminous material of grade and type as specified by the Engineer in charge ) at 5.0 kg 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 bituminous 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 MORTH&H specification clause 513
Supplying and fixing of Factory made Precast RCC slabs 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.
Size 900 x 400 x 150 mm with steel reinforcement not less than 7 kg per unit -30 T capacity
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