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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₹74.6 LAdmitted-Finance 3 100 2 KOTIAN CO NH66 KULAI POST SURATHKAL MANGALORE DAKSHINA KANNADA KARNATAKA 575019 | DAKSHINA KANNADA | KARNATAKA | 575019 | L1 | Admitted-Finance | |
| 2 | L2₹84.8 L+₹10.2 L (13.7%)Admitted-Finance DOOR NO 3 79 CHENNNADGRAMAPANCHAYAT PERUMBALA KASARAGOD 681317 | PERUMBALA | KASARAGOD | KERALA | 681317 | L2 | Admitted-Finance | |
| 3 | L3₹86.0 L+₹11.4 L (15.2%)Admitted-Finance PLOT NO 102 H NO 21 1382 102 GROUND FLOOOR SAMATHA NAGAR COLONY OLD SAFILGUDA ROAD NO 3 HYDERABAD RANGAREDDI TELANGANA 500056 | HYDERABAD | TELANGANA | 500056 | L3 | Admitted-Finance | |
| 4 | L4₹91.6 L+₹17.0 L (22.8%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹92.1 L+₹17.5 L (23.5%)Admitted-Finance 9 8 B THENGUMTHARAVIL MLA ROAD PANANGAD PO KOCHI 682506 | KOCHI | ERNAKULAM | KERALA | 682506 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KOTIAN -ECC L1 | Shetty Construction Co L4 | KDR CONSTRUCTION L2 | AMRITH ENGINEERS L6 | T.I.John and Sons L5 | Nilesh Construction L8 | Squad 7 Projects and Services Pvt Ltd L3 | ELAN ENGINEERS L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of reinforced Concrete of any description and in any position not otherwise specifically provided for RCC pillers complete all as specified & as directed. | 2 | Cum | 1,800 ₹3,600 | 1,300 ₹2,600 | 999 ₹1,998 Lowest | 1,560 ₹3,120 | 1,550 ₹3,100 | 1,000 ₹2,000 | 1,850 ₹3,700 | 1,560 ₹3,120 |
| 2.00 | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & as directed. | 50 | Cum | 1,000 ₹50,000 | 1,300 ₹65,000 | 999 ₹49,950 Lowest | 1,660 ₹83,000 | 1,650 ₹82,500 | 999 ₹49,950 Lowest | 1,820 ₹91,000 | 1,700 ₹85,000 |
| 3.00 | M & L for excavation over areas for foundation n.exc 1.50m in deep and getting out hard and dense soil complete all as specified & as directed. (Note : Rate quoted is deemed to be inclusive of Dewatering) | 520 | Cum | 430 ₹2,23,600 Lowest | 850 ₹4,42,000 | 650 ₹3,38,000 | 660 ₹3,43,200 | 650 ₹3,38,000 | 900 ₹4,68,000 | 555 ₹2,88,600 | 665 ₹3,45,800 |
| 4.00 | M & L for excavation over areas exc. 1.5 m but not exceeding 3.00m and getting out hard and dense soil complete all as specified & as directed.(Note : Rate quoted is deemed to be inclusive of Dewatering) | 77 | Cum | 450 ₹34,650 Lowest | 900 ₹69,300 | 660 ₹50,820 | 810 ₹62,370 | 800 ₹61,600 | 900 ₹69,300 | 705 ₹54,285 | 815 ₹62,755 |
| 5.00 | M&L use and waste of timbering as planking and strutting for excavations in trenches in soil, including walves, struts open poling boards, n exc 1.50m deep etc as may be necessary and fixing and removal all as specified & as directed. | 360 | Sqm | 150 ₹54,000 Lowest | 400 ₹1,44,000 | 450 ₹1,62,000 | 360 ₹1,29,600 | 350 ₹1,26,000 | 505 ₹1,81,800 | 205 ₹73,800 | 370 ₹1,33,200 |
| 6.00 | M&L use and waste of timbering as planking and strutting for excavations in trenches in soil, including walves, struts open poling boards, exc 1.50m & n exc 3.0 deep etc as may be necessary and fixing and removal all as specified & as directed. | 144 | Sqm | 150 ₹21,600 Lowest | 300 ₹43,200 | 450 ₹64,800 | 320 ₹46,080 | 310 ₹44,640 | 360 ₹51,840 | 225 ₹32,400 | 330 ₹47,520 |
| 7.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts all as specified & as directed. | 32 | Cum | 5,500 ₹1,76,000 | 5,800 ₹1,85,600 | 3,777 ₹1,20,864 Lowest | 6,560 ₹2,09,920 | 6,550 ₹2,09,600 | 5,790 ₹1,85,280 | 6,310 ₹2,01,920 | 6,570 ₹2,10,240 |
| 8.00 | Returing filling in incl spreading levelling watering in layers n.exc 25 cm soft and disintegraed rock all as specified & as directed. | 336 | Cum | 100 ₹33,600 Lowest | 180 ₹60,480 | 125 ₹42,000 | 170 ₹57,120 | 160 ₹53,760 | 220 ₹73,920 | 150 ₹50,400 | 180 ₹60,480 |
| 9.00 | Removing excavated material (soil) to a distance exc 250m and n.exc 500m and deposited where directed at a level n.exc 1.5m above the starting point. | 299 | Cum | 250 ₹74,750 Lowest | 710 ₹2,12,290 | 250 ₹74,750 Lowest | 670 ₹2,00,330 | 660 ₹1,97,340 | 880 ₹2,63,120 | 720 ₹2,15,280 | 680 ₹2,03,320 |
| 10.00 | M&L RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & as directed. | 192 | Cum | 8,000 ₹15,36,000 Lowest | 11,000 ₹21,12,000 | 10,000 ₹19,20,000 | 11,020 ₹21,15,840 | 11,000 ₹21,12,000 | 11,450 ₹21,98,400 | 10,410 ₹19,98,720 | 11,030 ₹21,17,760 |
Tender Value
₹79 L
EMD Value
₹1.4 L
Closing Date
10 Oct 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE CG GOA
MILITARY ENGINEER SERVICE, INDIAN COAST GUARD, CHICOLNA, JNC NAGAR ROAD, BOGMALO, GOA 403 806
CONSTRUCTION OF DAMAGED BOUNDARY WALL ALONGWITH ALLIED WORKS AT NVK AREA CGRA KANKANADY NEW MANGALORE UNDER AGE I MANGALORE PARA 35 WORK
2026_MES_789685_1
84088
Open Tender
Civil Works
Item Rate
240 days
MANGALORE
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹1,000
Yes
AGE (I) MANGALORE
₹1.4 L
Yes
22 Oct 2026
16 Sept 2026
17 Oct 2026
17 Sept 2026
10 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of reinforced Concrete of any description and in any position not otherwise specifically provided for RCC pillers complete all as specified & as directed. | 2 | Cum | - | - |
| - | Demolition of brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified & as directed. | 50 | Cum | - | - |
| - | M & L for excavation over areas for foundation n.exc 1.50m in deep and getting out hard and dense soil complete all as specified & as directed. (Note : Rate quoted is deemed to be inclusive of Dewatering) | 520 | Cum | - | - |
| - | M & L for excavation over areas exc. 1.5 m but not exceeding 3.00m and getting out hard and dense soil complete all as specified & as directed.(Note : Rate quoted is deemed to be inclusive of Dewatering) | 77 | Cum | - | - |
| - | M&L use and waste of timbering as planking and strutting for excavations in trenches in soil, including walves, struts open poling boards, n exc 1.50m deep etc as may be necessary and fixing and removal all as specified & as directed. | 360 | Sqm | - | - |
| - | M&L use and waste of timbering as planking and strutting for excavations in trenches in soil, including walves, struts open poling boards, exc 1.50m & n exc 3.0 deep etc as may be necessary and fixing and removal all as specified & as directed. | 144 | Sqm | - | - |
| - | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts all as specified & as directed. | 32 | Cum | - | - |
| - | Returing filling in incl spreading levelling watering in layers n.exc 25 cm soft and disintegraed rock all as specified & as directed. | 336 | Cum | - | - |
| - | Removing excavated material (soil) to a distance exc 250m and n.exc 500m and deposited where directed at a level n.exc 1.5m above the starting point. | 299 | Cum | - | - |
| - | M&L RCC M-30 design mix using 20mm graded stone aggregate as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified & as directed. | 192 | Cum | - | - |
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