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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₹5.2 CrAdmitted-Finance C 301 SHREE BALAJI RESIDENCY BEHIND SANGATH SILVER APARTMENT SABARMATI GANDHINAGAR HIGHWAY MOTERA AHMEDABAD 380005 | AHMEDABAD | AHMEDABAD | GUJARAT | 380005 | L1 | Admitted-Finance | |
| 2 | L2₹5.6 Cr+₹42.0 L (8.07%)Admitted-Finance OFFICE NO 304 305 3RD FLOOR PLOT NO 1 USHA CHAMBERS L S C NEW RAJDHANI ENCLAVE DELHI 110092 | DELHI | EAST DELHI | DELHI | 110092 | L2 | Admitted-Finance | |
| 3 | L3₹7.2 Cr+₹2.0 Cr (37.6%)Admitted-Finance 4 195 38 PARAMESHWARA NILAYA MARAKADA KUNJATHBAIL DAKSHINA KANNADA KARNATAKA 575014 UDYAM KR 11 0021217 | DAKSHINA KANNADA | KARNATAKA | 575014 | L3 | Admitted-Finance | |
| 4 | Rejected-Technical NO 577 5TH MAIN D GROUP LAYOUT 60 FEET ROAD SRI GANDHAKAVAL BANGALORE 560 091 | BANGALORE | BANGALORE | KARNATAKA | 560091 | - | Rejected-Technical The bidder has neither uploaded nor submitted signed copy of Integrity Pact and Residual Work in Hand even after asked through Short Fall document. | |
| 5 | Rejected-Technical | - | Rejected-Technical Does not meet the qualifying criteria of work experience of similar nature of work, i.e. Marine and Harbour works. |
| Sl No | Description | Qty | Unit | Hariom Projects Pvt Ltd L1 | GOVARDHAN AND COMPANY L3 | G and G Infratech Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolition of stone/boulders masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed. | 300 | Cum | 700 ₹2,10,000 Lowest | 750 ₹2,25,000 | 700 ₹2,10,000 Lowest |
| 2.00 | Dismantling wrought iron or mild steel work of any description for fencing post etc, not otherwise provided for including Nainital or similar pattern roof covering complete all as specified and directed. | 2 | Qtl | 3,500 ₹7,000 | 3,000 ₹6,000 Lowest | 3,500 ₹7,000 |
| 3.00 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed. | 90 | Cum | 2,200 ₹1,98,000 Lowest | 2,500 ₹2,25,000 | 2,200 ₹1,98,000 Lowest |
| 4.00 | M & L for excavation over areas not exceeding 1.5mtr depth in sub-marine sand and all kind of soil by mechanical means with poclain, hydraulic excavator, rock breaker etc. to the specified section as per the area and depth mentioned on the drawing | 9,430 | Cum | 70 ₹6,60,100 Lowest | 325 ₹30,64,750 | 100 ₹9,43,000 |
| 5.00 | M & L for excavation over areas above 1.5mtr or part thereof in depth beyond 1.5mtr upto 4.5mtr in sub-marine sand and all kind of soil by mechanical means with poclain, hydraulic excavator, rock breaker etc. to the specified section as per the area and depth mentioned on the drawing.
Note for Sl Item Nos 4 and 5 :- (i) Excavated sand to be used for item No. 24
(ii) Initial levels to be taken after completion of gravity wall but before commencement of protection work by BOO to be ordered by Accepting Officer as per planned schedule depending on season & tide. | 8,680 | Cum | 95 ₹8,24,600 Lowest | 425 ₹36,89,000 | 110 ₹9,54,800 |
| 6.00 | M & L for 400 mm thick Soling (or sub base) with broken boulders or quarried stone, laid in two layers filled for foundation of gravity wall and , surface formed and rolled and consolidated to required shape and size all as specified and directed. | 42 | 10 Sqm | 14,000 ₹5,88,000 | 11,000 ₹4,62,000 Lowest | 14,000 ₹5,88,000 |
| 7.00 | All as per item No 6 here-in-before but except material/Stone. | 60 | 10 Sqm | 3,000 ₹1,80,000 Lowest | 6,000 ₹3,60,000 | 3,000 ₹1,80,000 Lowest |
| 8.00 | M & L for Laying 100 mm thick compacted thickness WBM with coarse aggregates of grading 1(90 to 40 mm size) , spread rolled and consolidated to gradient and camber required for sub base of gravity wall etc. complete all as specified | 102 | 10 Sqm | 5,500 ₹5,61,000 | 3,000 ₹3,06,000 Lowest | 5,500 ₹5,61,000 |
| 9.00 | M&L RCC M-40 Design Mix (20 mm graded aggregated) in foundations of gravity wall , including rafts, footings, foundation beams; plinth beams; base for columns, etc basements slabs under ramed piles and mass concrete complete all as specified and directed. | 390 | Cum | 7,800 ₹30,42,000 Lowest | 8,750 ₹34,12,500 | 8,000 ₹31,20,000 |
| 10.00 | M&L RCC M-40 (Design Mix) using (20 mm graded aggregated) gravity Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete complete all as specified and directed. | 1,050 | Cum | 7,800 ₹81,90,000 Lowest | 9,250 ₹97,12,500 | 8,000 ₹84,00,000 |
Tender Value
₹5.5 Cr
EMD Value
₹6.0 L
Closing Date
30 Mar 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CHIEF ENGINEER CG GOA
HQ CE CG GOA CHICOLNA GOA 403806
PROVISION OF SHORE PROTECTION WORK ALONGWITH RETAINING WALL TOWARDS SEASIDE AT MANGALORE
2026_MES_753471_1
84048/E8
Open Tender
Civil Works
Item Rate
180 days
MANGALORE
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹3,000
AGE (I) MANGALORE
₹6.0 L
Yes
22 Apr 2026
20 Feb 2026
6 Apr 2026
20 Feb 2026
30 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of stone/boulders masonry built in cement mortar including all quoins, arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed. | 300 | Cum | - | - |
| - | Dismantling wrought iron or mild steel work of any description for fencing post etc, not otherwise provided for including Nainital or similar pattern roof covering complete all as specified and directed. | 2 | Qtl | - | - |
| - | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for all as specified and directed. | 90 | Cum | - | - |
| - | M & L for excavation over areas not exceeding 1.5mtr depth in sub-marine sand and all kind of soil by mechanical means with poclain, hydraulic excavator, rock breaker etc. to the specified section as per the area and depth mentioned on the drawing | 9,340 | Cum | - | - |
| - | M & L for excavation over areas above 1.5mtr or part thereof in depth beyond 1.5mtr upto 4.5mtr in sub-marine sand and all kind of soil by mechanical means with poclain, hydraulic excavator, rock breaker etc. to the specified section as per the area and depth mentioned on the drawing.
Note for Sl Item Nos 4 and 5 :- (i) Excavated sand to be used for item No. 24
(ii) Initial levels to be taken after completion of gravity wall but before commencement of protection work by BOO to be ordered by Accepting Officer as per planned schedule depending on season & tide. | 8,608 | Cum | - | - |
| - | M & L for 400 mm thick Soling (or sub base) with broken boulders or quarried stone, laid in two layers filled for foundation of gravity wall and , surface formed and rolled and consolidated to required shape and size all as specified and directed. | 36 | 10 Sqm | - | - |
| - | All as per item No 6 here-in-before but except material/Stone. | 60 | 10 Sqm | - | - |
| - | M & L for Laying 100 mm thick compacted thickness WBM with coarse aggregates of grading 1(90 to 40 mm size) , spread rolled and consolidated to gradient and camber required for sub base of gravity wall etc. complete all as specified | 96 | 10 Sqm | - | - |
| - | M&L RCC M-40 Design Mix (20 mm graded aggregated) in foundations of gravity wall , including rafts, footings, foundation beams; plinth beams; base for columns, etc basements slabs under ramed piles and mass concrete complete all as specified and directed. | 360 | Cum | - | - |
| - | M&L RCC M-40 (Design Mix) using (20 mm graded aggregated) gravity Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses concrete complete all as specified and directed. | 1,050 | Cum | - | - |
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