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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.7 LAdmitted-Finance DOOR NO 3 79 CHENNNADGRAMAPANCHAYAT PERUMBALA KASARAGOD 681317 | PERUMBALA | KASARAGOD | KERALA | 681317 | L1 | Admitted-Finance | |
| 2 | L2₹23.8 L+₹1.1 L (4.78%)Admitted-Finance DOOR NO 68 2963 E3 MANDAKKARA ROAD AYYAPPANKAVU ERNAKULAM KERALA 682 018 | ERNAKULAM | ERNAKULAM | KERALA | 682018 | L2 | Admitted-Finance | |
| 3 | L3₹24.7 L+₹1.9 L (8.41%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹24.7 L+₹1.9 L (8.49%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹24.9 L+₹2.1 L (9.43%)Admitted-Finance 3 100 2 KOTIAN CO NH66 KULAI POST SURATHKAL MANGALORE DAKSHINA KANNADA KARNATAKA 575019 | DAKSHINA KANNADA | KARNATAKA | 575019 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KOTIAN -ECC L5 | Gates Infra Construction Co L7 | KDR CONSTRUCTION L1 | M/s Royalance Corporation L3 | WELTRONENGINEERINGSERVICES L8 | Squad 7 Projects and Services Pvt Ltd L6 | ELAN ENGINEERS L2 | MUNEER P L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenchesn for hard/dense soil exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil. | 50 | Cum | 790 ₹39,500 | 650 ₹32,500 | 525 ₹26,250 | 800 ₹40,000 | 600 ₹30,000 | 334.33 ₹16,716.5 Lowest | 565 ₹28,250 | 600 ₹30,000 |
| 2.00 | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts. | 10 | Cum | 6,500 ₹65,000 | 6,500 ₹65,000 | 6,666 ₹66,660 | 6,000 ₹60,000 Lowest | 8,000 ₹80,000 | 6,286 ₹62,860 | 7,777 ₹77,770 | 8,888 ₹88,880 |
| 3.00 | M & L Walling of random rubble, uncoursed, well bonded, edded and solidly hearted, built in cement mortar 1:4 etc and extra over for random or polygonal rubble walling, brought up to course etc. | 30 | Cum | 6,000 ₹1,80,000 | 6,500 ₹1,95,000 | 5,550 ₹1,66,500 | 5,100 ₹1,53,000 Lowest | 6,000 ₹1,80,000 | 5,172 ₹1,55,160 | 5,900 ₹1,77,000 | 5,600 ₹1,68,000 |
| 4.00 | M & L for flush pointing to random rubble masonry, in CM 1:3 uncoursed or brought upto courses. | 6 | 10 Sqm | 1,400 ₹8,400 | 950 ₹5,700 Lowest | 2,100 ₹12,600 | 1,400 ₹8,400 | 1,500 ₹9,000 | 2,314.62 ₹13,887.72 | 1,350 ₹8,100 | 1,200 ₹7,200 |
| 5.00 | M/L for PVC Pipe 110mm bore as in wipe holes laid in trenches and jointed as specified | 8 | RM | 500 ₹4,000 | 350 ₹2,800 | 365 ₹2,920 | 410 ₹3,280 | 350 ₹2,800 | 411.49 ₹3,291.92 | 325 ₹2,600 Lowest | 400 ₹3,200 |
| 6.00 | M&L for dressed laterite stone masonry, well bonded, bedded and solidly hearted built in CM 1:6. | 20 | Cum | 4,550 ₹91,000 | 6,000 ₹1,20,000 | 5,600 ₹1,12,000 | 3,900 ₹78,000 Lowest | 6,900 ₹1,38,000 | 5,686 ₹1,13,720 | 6,500 ₹1,30,000 | 6,200 ₹1,24,000 |
| 7.00 | M & L for Pre-cast cement concrete block masonry with solid blocks type C1 1:3:6 (using 20mm graded aggregate) exc 10cm in width and setting in cement ortar 1:4 complete all as specified and directed. | 5 | Cum | 1,000 ₹5,000 Lowest | 8,500 ₹42,500 | 8,444 ₹42,220 | 8,500 ₹42,500 | 9,100 ₹45,500 | 7,844 ₹39,220 | 9,200 ₹46,000 | 8,100 ₹40,500 |
| 8.00 | M&L Rendering 15mm thick in CM 1:4 on fair faces of stone masonry finished even and smooth without using extra cement all as specified. | 80 | Sqm | 360 ₹28,800 | 350 ₹28,000 | 310 ₹24,800 | 375 ₹30,000 | 300 ₹24,000 Lowest | 308.62 ₹24,689.6 | 350 ₹28,000 | 315 ₹25,200 |
| 9.00 | M&L Preparation of new plaster surfaces and applying two coats of cement based paint over a coat of primer | 20 | Sqm | 124 ₹2,480 | 60 ₹1,200 Lowest | 103 ₹2,060 | 150 ₹3,000 | 105 ₹2,100 | 141.45 ₹2,829 | 95 ₹1,900 | 115 ₹2,300 |
| 10.00 | M&L PCC 1:2:4 type B1 using 20mm graded aggregate including formwork for coping/haunching, weathering, slightly rounded or chamfered angles and throating, as specified. | 3 | Cum | 11,000 ₹33,000 | 9,000 ₹27,000 | 8,999 ₹26,997 | 10,500 ₹31,500 | 8,500 ₹25,500 | 8,744.14 ₹26,232.42 | 8,333 ₹24,999 | 7,999 ₹23,997 Lowest |
Tender Value
₹23.3 L
EMD Value
₹46,600
Closing Date
25 Jul 2026, 6:00 pmClosed
AGE (I) Mangalore
Military Engineer Services CGRA Complex Kunjathbail Post Mangalore
AREA DEVELOPMENT AND CERTAIN PROTECTIVE WORKS NEAR BUILDING NO. P-13 AT CGRA KUNJATHBAIL, MANGALORE
2026_MES_777961_1
8050/26-27/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
₹46,600
Yes
28 Jul 2026
11 Jul 2026
28 Jul 2026
12 Jul 2026
25 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenchesn for hard/dense soil exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out hard/dense soil. | - | Cum | - | - |
| 2 | M&L for PCC 1:4:8 type D2 using 40mm graded stone agg as in fdn /mass concrete for wall and post struts. | - | Cum | - | - |
| 3 | M & L Walling of random rubble, uncoursed, well bonded, edded and solidly hearted, built in cement mortar 1:4 etc and extra over for random or polygonal rubble walling, brought up to course etc. | - | Cum | - | - |
| 4 | M & L for flush pointing to random rubble masonry, in CM 1:3 uncoursed or brought upto courses. | - | 10 Sqm | - | - |
| 5 | M/L for PVC Pipe 110mm bore as in wipe holes laid in trenches and jointed as specified | - | RM | - | - |
| 6 | M&L for dressed laterite stone masonry, well bonded, bedded and solidly hearted built in CM 1:6. | - | Cum | - | - |
| 7 | M & L for Pre-cast cement concrete block masonry with solid blocks type C1 1:3:6 (using 20mm graded aggregate) exc 10cm in width and setting in cement ortar 1:4 complete all as specified and directed. | - | Cum | - | - |
| 8 | M&L Rendering 15mm thick in CM 1:4 on fair faces of stone masonry finished even and smooth without using extra cement all as specified. | - | Sqm | - | - |
| 9 | M&L Preparation of new plaster surfaces and applying two coats of cement based paint over a coat of primer | - | Sqm | - | - |
| 10 | M&L PCC 1:2:4 type B1 using 20mm graded aggregate including formwork for coping/haunching, weathering, slightly rounded or chamfered angles and throating, as specified. | - | Cum | - | - |
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