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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-AOC 601 6TH FLOOR MANGOOR VALLEY NEAR GURUDWARA MANGOOR HILLL VASCO DA GAMA GOA 403 802 | SOUTH GOA | GOA | 403802 | L1 | Accepted-AOC being L1 | |
| 2 | L2₹44.3 L+₹3.9 L (9.61%)Rejected-AOC C2 PAIXOMONTIRO APTS BEHIND NSD ALTO DABOLIM VASCO DA GAMA GOA 403 801 | SOUTH GOA | GOA | 403801 | L2 | Rejected-AOC Not being L1 | |
| 3 | L3₹46.1 L+₹5.7 L (14.2%)Rejected-AOC FLAT NO 4 VIRGINIA CO OP HOUSING SOCIETY AIR PORT ROAD CHICALIM VASCO DA GAMA GOA 403 711 | SOUTH GOA | GOA | 403711 | L3 | Rejected-AOC Not being L1 | |
| 4 | L4₹48.9 L+₹8.5 L (21.1%)Rejected-AOC SHANTINAGAR 670 1 AIRPORT HIGHWAY ROAD VASCO DA GAMA 403802 INDIA | SOUTH GOA | GOA | 403802 | L4 | Rejected-AOC Not being L1 |
| Sl No | Description | Qty | Unit | M/s Ekta Engineering Works L4 | M/S jvsr constructions L3 | M/S P S BABU L2 | SHIVANI ENTERPRISES L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Civil Works
Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated material lead upto 50 m and lift upto 1.5m all specified and as directed by Engineer-in-charge. | 290 | Cubic Metre | 675 ₹1,95,750 | 305 ₹88,450 | 300 ₹87,000 | 260 ₹75,400 Lowest |
| 2.00 | Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) in foundation trenches not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated material and disposal of surplus excavated material as directed within a lead of 50 m all specified and as directed by Engineer-in-charge | 106.3 | Cubic Metre | 750 ₹79,725 | 360 ₹38,268 Lowest | 365 ₹38,799.5 | 360 ₹38,268 Lowest |
| 3.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ disintegrated rock all as specified and as directed. | 412 | Square Metre | 155 ₹63,860 Lowest | 220 ₹90,640 | 199 ₹81,988 | 195 ₹80,340 |
| 4.00 | Material and labour for hardcore with broken stone aggregate of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick watered and rammed to a true surface all as specified and as directed. | 44.2 | Cubic Metre | 3,160 ₹1,39,672 | 1,709 ₹75,537.8 | 1,605 ₹70,941 | 1,600 ₹70,720 Lowest |
| 5.00 | Material and labour for 100mm thick plain cement concrete 1:4:8, type D-2, using 40mm graded stone aggregate as in sub base of flooring, finished even and fair etc complete all as specified and as directed. | 442 | Square Metre | 100 ₹44,200 Lowest | 550 ₹2,43,100 | 430 ₹1,90,060 | 400 ₹1,76,800 |
| 6.00 | Material and labour for chequered cement concrete colour tiles 30 cm x 30 cm x 25 mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors, steps etc over and including 20 mm thick screed bed in cement mortar 1 :6 etc complete all as specified and as directed. | 412 | Square Metre | 995 ₹4,09,940 Lowest | 1,450 ₹5,97,400 | 1,423 ₹5,86,276 | 1,400 ₹5,76,800 |
| 7.00 | Material and labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed. | 12 | Cubic Metre | 11,500 ₹1,38,000 Lowest | 13,400 ₹1,60,800 | 12,800 ₹1,53,600 | 14,000 ₹1,68,000 |
| 8.00 | Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed. | 359.8 | Cubic Metre | 495 ₹1,78,101 | 499 ₹1,79,540.2 | 480 ₹1,72,704 Lowest | 550 ₹1,97,890 |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm all as specified and as directed. | 74.99 | Cubic Metre | 450 ₹33,745.5 | 205 ₹15,372.95 | 190 ₹14,248.1 | 120 ₹8,998.8 Lowest |
| 10.00 | Material and labour for precast cement concrete block masonry with solid blocks made out of PCC 1:3:6, type C-1 with using 20mm graded stone aggregate, exceeding 10cm in width and setting in cement mortar 1:6 etc complete all as specified and as directed. | 18 | Cubic Metre | 9,500 ₹1,71,000 | 8,850 ₹1,59,300 | 8,900 ₹1,60,200 | 8,400 ₹1,51,200 Lowest |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
9 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE (I) CG GOA
Garrison Engineer (I) (CG) Goa HQ Coast Guard DHQ-11 Chicolna PO- Bogmalo Goa 403806
PROVISION OF WALKING PLAZA NEAR SANGRAM AT CHICOLNA UNDER GE(I) CG GOA
2025_MES_745064_1
8622/GOA/E8
Open Tender
Civil Works
Item Rate
180 days
GE I CG GOA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE (I) CG GOA
₹88,000
21 Feb 2026
18 Dec 2025
16 Jan 2026
18 Dec 2025
9 Jan 2026
2 Jan 2026
19 Dec 2025 - 30 Dec 2025
Civil Works Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) means over areas exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated material lead upto 50 m and lift upto 1.5m all specified and as directed by Engineer-in-charge.
Earth work in excavation in ordinary rock by mechanical means (Hydraulic excavator) in foundation trenches not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated material and disposal of surplus excavated material as directed within a lead of 50 m all specified and as directed by Engineer-in-charge
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/ disintegrated rock all as specified and as directed.
Material and labour for hardcore with broken stone aggregate of gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15cm thick watered and rammed to a true surface all as specified and as directed.
Material and labour for 100mm thick plain cement concrete 1:4:8, type D-2, using 40mm graded stone aggregate as in sub base of flooring, finished even and fair etc complete all as specified and as directed.
Material and labour for chequered cement concrete colour tiles 30 cm x 30 cm x 25 mm thick with grey cement and pigments, set, jointed and pointed in neat cement slurry in floors, steps etc over and including 20 mm thick screed bed in cement mortar 1 :6 etc complete all as specified and as directed.
Removing excavated material exceeding 250 m but not exceeding 500 m and depositing where directed at a level n exc. 1.5 m above the starting point all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm all as specified and as directed.
Material and labour for precast cement concrete block masonry with solid blocks made out of PCC 1:3:6, type C-1 with using 20mm graded stone aggregate, exceeding 10cm in width and setting in cement mortar 1:6 etc complete all as specified and as directed.
Supply and fix cascade wall with brass/ SS nozzle/ lip straight or curved of standard size for water fall and fixed over granite/ wall tiles/ stone panels with suitable adhesive or chemical and must provide with uniform sheet like water flow and anti splash design suitable (pressure or head ) submergible or centrifugal pumb capacity is based on lip size, with and including all necessary items such as piping, plumbing, recycling of water and bobbin wound filter dia 550mm with 2"MPV & 3 Piece union suitable lighting arrangements also provided as per the direction of Engineer-in- Charge Note: Water fall height shall be considered up to 2.5m
Supply and fix anti skid designer mosaic tile (Johnson Endura Neo pool series) suitable for submerged conditions/ water fountain not less than 8mm thick fixed in floor with tile adhesive (Manufacturer approved adhesive for submerged conditions) joints will be filled with water proof epoxy grout or rubber grout float as per manufactures instruction etc complete all as specified and as directed.
Supply and fix mild steel work in tubular trusses including special shaped washer etc. Complete using ERW or induction butt welded tubes conforming to I .S.1161-1979 grade st.240 complete all as specified and as directed.
Material and labour for mild steel single stanchions of square hollow section with flange plates, caps, bases, splices, angle brackets, cleats and other connecting accessories conforming to Fe.410-W, Gde-E-250, quality 'A' etc complete all as specified and as directed.
Supply and fix Pre- painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick as per approved profile of any colour having tensile strength of 550 Mpa as in roof covering/ on Chajjas, fixed with self tapping screws or L type or J type or cranked hook bolts or as per manufacture instruction complete all as specified and as directed by Engineer-in-Charge
Material and labour for providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of floor or the side of waist slab with suitable arrangement etc complete all as specified and as directed.
Kilogram
Removing excavated material to distance not exceeding 50m and depositing where directed at a level not exceeding 1.50m above starting point etc complete all as specified and as directed.
Material and labour for providing sand cushioning for protection of UG cable in trenches with river sand/ M sand including filling, spreading and punning down to desired thickness complete all as specified and as directed. Note: Punned thickness only will be measured and paid separately.
Supply and laying un-reinforced precast concrete cable cover, class LV, type1, flat, size 250 x 150 x 40mm in trenches for protection of UG Cable with width equal to length of PCC cover, laid dry & flat complete all as specified and as directed.
Material and Labour for CPVC ball valve of size 32mm outer dia complete all as specified and as directed
obe or gate valves 50 mm dia, with iron wheel head, screwed both ends for iron pipe and fixed complete all as specified and as directed
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