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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.2 LAdmitted-Finance 20 2434 GFB3A VASANT NAGAR SANKALI GOA | SOUTH GOA | GOA | 403103 | ₹58.2 L | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PRASHANT NAIK L1 |
|---|---|---|---|---|
| 1.00 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. | 95 | cum | 1,181.4 ₹1,12,233 Lowest |
| 2.00 | Disposal of unserviceable material such as buiding rubbish,earth excavated rock etc for all leads and lifts beyond 50m (a)By tipper truck including
loading, unloading and stacking A) Lime, building rubbish, Manure sludge, moorum excavated rock ( i ) Lime,moorum, building rubbish Upto 5km | 95 | cum | 209.8 ₹19,931 Lowest |
| 3.00 | Disposal of unserviceable material such as buiding rubbish,earth excavated rock etc for all leads and lifts beyond 50m (a)By tipper truck including
loading, unloading and stacking A) Lime, building rubbish, Manure sludge, moorum excavated rock (ii) Earth | 132 | Cum | 262.3 ₹34,623.6 Lowest |
| 4.00 | Dismantling steel work in built up sections
excluding dismembering & stacking within 50 mts.
lead . | 25 | QTL | 220 ₹5,500 Lowest |
| 5.00 | Extra for making structural steel work required to be reerected | 25 | QTL | 233 ₹5,825 Lowest |
| 6.00 | Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m.a)Ordinary soil | 63 | sqm | 27 ₹1,701 Lowest |
| 7.00 | 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 | 486 | Cum | 302 ₹1,46,772 Lowest |
| 8.00 | 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. | 132 | Cum | 255 ₹33,660 Lowest |
| 9.00 | Rubble packing with hard laterite stone under
floors including watering ramming and
consolidating etc. in pipeline trenches and other
foundations complete. | 58 | Cum | 2,300 ₹1,33,400 Lowest |
| 10.00 | Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a) All works upto plinth level | 44 | Cum | 6,578 ₹2,89,432 Lowest |
Tender Value
₹55.9 L
EMD Value
₹1.1 L
Closing Date
10 Nov 2025, 5:00 pmClosed
Member Secretary
GSUDA
Re-construction of retaining wall of the Ganeshpuri football ground Mapusa.
2025_GSUDA_25728_1
F.43/3/GSUDA/E-Tender/19/1396
Open Tender
Civil Works
Item Rate
mapusa
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹1.1 L
1 Dec 2025
28 Oct 2025
11 Nov 2025
28 Oct 2025
10 Nov 2025
28 Oct 2025
Amount
Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead.
Disposal of unserviceable material such as buiding rubbish,earth excavated rock etc for all leads and lifts beyond 50m (a)By tipper truck including loading, unloading and stacking A) Lime, building rubbish, Manure sludge, moorum excavated rock ( i ) Lime,moorum, building rubbish Upto 5km
Disposal of unserviceable material such as buiding rubbish,earth excavated rock etc for all leads and lifts beyond 50m (a)By tipper truck including loading, unloading and stacking A) Lime, building rubbish, Manure sludge, moorum excavated rock (ii) Earth
Dismantling steel work in built up sections excluding dismembering & stacking within 50 mts. lead .
Extra for making structural steel work required to be reerected
Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m.a)Ordinary soil
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
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.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a) All works upto plinth level
Centering & shuttering including Strutting, Propping & removal of forms for :i) Foundations, Footings, Bases for columns
ii) Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing : b) In retaining walls , return walls(any thk) 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.
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 : (A) 110 mm dia
Providing and laying filter media with Granular materials crushed stone Aggregates satisfying the rerquirement As Per Clause 2504.2.2 of MOSRT & H Specification to a thickness of 500 mm laid horizontally in layers of 250mm thick and compacted to firm condition etc. complete as direction by Engineer-in-charge.
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.
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Dismentled Steel work in built up tubular (round, square or rectangular hollow tubes etc.) Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.
Painting (one or more coats) with synthetic enamel paint of approved brand and manufacture in all shades on old work to give an even shade.
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