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Tender ID
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₹25.8 LAdmitted-Finance PMC 24 528 GROUND FLOOR NEAR PAYYANUR SERVICE CO OP BANK KOTTY BRANCH PAYANNUR KANNUR KERALA 670307 | PAYYANUR | KANNUR | KERALA | 670307 | L1 | Admitted-Finance | |
| 2 | L2₹26.0 L+₹27,020.55 (1.05%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹26.0 L+₹29,608.35 (1.15%)Admitted-Finance DOOR NO 3 79 CHENNNADGRAMAPANCHAYAT PERUMBALA KASARAGOD 681317 | PERUMBALA | KASARAGOD | KERALA | 681317 | L3 | Admitted-Finance | |
| 4 | L4₹26.9 L+₹1.1 L (4.45%)Admitted-Finance 3 100 2 KOTIAN CO NH66 KULAI POST SURATHKAL MANGALORE DAKSHINA KANNADA KARNATAKA 575019 | DAKSHINA KANNADA | KARNATAKA | 575019 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Gates Infra Construction Co L1 | KOTIAN -ECC L4 | KDR CONSTRUCTION L3 | MUNEER P L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15cm deep all as specified and directed | 241.16 | Sqm | 120 ₹28,939.2 | 30 ₹7,234.8 Lowest | 100 ₹24,116 | 95 ₹22,910.2 |
| 2.00 | Excavation in trenches not exe 1.50 mtr wide and n exc 1.5m in depth for foundation, cesspits, manholes, sewage line etc and getting out in hard/dense soil as directed | 58.48 | Cum | 500 ₹29,240 Lowest | 1,300 ₹76,024 | 650 ₹38,012 | 675 ₹39,474 |
| 3.00 | Excavation in trenches not exe 1.50 mtr wide and n exc 1.5m in depth for foundation, cesspits, manholes, sewage line etc and getting out in Hard rock soil as directed | 8 | Cum | 500 ₹4,000 Lowest | 2,300 ₹18,400 | 1,850 ₹14,800 | 2,500 ₹20,000 |
| 4.00 | M&L PCC 1:4:8 type D2 using 40mm graded stone agg as in foundation/mass filling all as specified and directed | 5.04 | Cum | 5,000 ₹25,200 | 6,500 ₹32,760 | 2,300 ₹11,592 Lowest | 6,800 ₹34,272 |
| 5.00 | M&L for RCC M-30 (Design mix) foundations, including rafts footings, foundation beams, plinth beams, bases for column etc : basement slabs under-reamed piles and mass concret all as specified and directed | 11.83 | Cum | 10,500 ₹1,24,215 | 11,000 ₹1,30,130 | 7,550 ₹89,316.5 Lowest | 10,250 ₹1,21,257.5 |
| 6.00 | M&L for RCC M-30 (Design mix) column, pillars, piers, post and struts all as specified and directed | 8.03 | Cum | 10,500 ₹84,315 | 11,000 ₹88,330 | 10,000 ₹80,300 Lowest | 10,500 ₹84,315 |
| 7.00 | M & L for RCC M-30 (Design mix) slabs supported on wall, beams and coulumns in floors, roofs, landings, balconies, canopies deck slabs and in shelves and the like all as specified and directed | 10.5 | Cum | 10,500 ₹1,10,250 | 12,000 ₹1,26,000 | 10,000 ₹1,05,000 Lowest | 10,500 ₹1,10,250 |
| 8.00 | M&L for RCC M-30 (Design mix) as in beams, cantilever, lintels over 1.5m span all as specified and directed | 3 | Cum | 10,500 ₹31,500 | 12,000 ₹36,000 | 10,000 ₹30,000 Lowest | 10,250 ₹30,750 |
| 9.00 | M&L for RCC M-30 (Design mix) as in chajja all as specified and directed | 0.34 | Cum | 10,500 ₹3,570 | 450 ₹153 Lowest | 10,000 ₹3,400 | 10,250 ₹3,485 |
| 10.00 | M&L for fomwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work for rough finished ;concrete surfaces all as specified and directed | 22.78 | Sqm | 550 ₹12,529 | 700 ₹15,946 | 575 ₹13,098.5 | 475 ₹10,820.5 Lowest |
Tender Value
₹24.1 L
EMD Value
₹48,250
Closing Date
7 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.
AGE (I) Mangalore
Military Engineer Services CGRA Complex Kunjathbail Post Mangalore
PROVISION OF TOILET BLOCK IN CGDHQ-3 ADMIN BUILDING AT NEW MANGALORE
2026_MES_788577_1
8078/26-27/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) Mangalore
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
AGE (I) Mangalore
₹48,250
Yes
10 Oct 2026
9 Sept 2026
9 Oct 2026
10 Sept 2026
7 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15cm deep all as specified and directed | 241.16 | Sqm | 93.2 | ₹22,476.11 |
| 2 | Excavation in trenches not exe 1.50 mtr wide and n exc 1.5m in depth for foundation, cesspits, manholes, sewage line etc and getting out in hard/dense soil as directed | 58.48 | Cum | 320.4 | ₹18,736.99 |
| 3 | Excavation in trenches not exe 1.50 mtr wide and n exc 1.5m in depth for foundation, cesspits, manholes, sewage line etc and getting out in Hard rock soil as directed | 8 | Cum | 700 | ₹5,600 |
| 4 | M&L PCC 1:4:8 type D2 using 40mm graded stone agg as in foundation/mass filling all as specified and directed | 5.04 | Cum | 93.2 | ₹469.73 |
| 5 | M&L for RCC M-30 (Design mix) foundations, including rafts footings, foundation beams, plinth beams, bases for column etc : basement slabs under-reamed piles and mass concret all as specified and directed | 11.83 | Cum | 320.4 | ₹3,790.33 |
| 6 | M&L for RCC M-30 (Design mix) column, pillars, piers, post and struts all as specified and directed | 8.03 | Cum | 700 | ₹5,621 |
| 7 | M & L for RCC M-30 (Design mix) slabs supported on wall, beams and coulumns in floors, roofs, landings, balconies, canopies deck slabs and in shelves and the like all as specified and directed | 10.5 | Cum | 93.2 | ₹978.6 |
| 8 | M&L for RCC M-30 (Design mix) as in beams, cantilever, lintels over 1.5m span all as specified and directed | 3 | Cum | 320.4 | ₹961.2 |
| 9 | M&L for RCC M-30 (Design mix) as in chajja all as specified and directed | 0.34 | Cum | 700 | ₹238 |
| 10 | M&L for fomwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work for rough finished ;concrete surfaces all as specified and directed | 22.78 | Sqm | 93.2 | ₹2,123.1 |
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