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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₹3.7 CrAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹3.8 Cr+₹16.3 L (4.44%)Rejected-Finance 602 6TH FLOOR BNG HOUSE D N ROAD FORT MUMBAI 400001 | MUMBAI | MUMBAI | MAHARASHTRA | 400001 | L2 | Rejected-Finance BOQ IN ORDER | |
| 3 | L3₹4.2 Cr+₹52.8 L (14.4%)Rejected-Finance C C33 1185A CHALIKAVATTOM VENNALA P O KOCHI KERALA | KOCHI | ERNAKULAM | KERALA | 682028 | L3 | Rejected-Finance BOQ IN ORDER | |
| 4 | L4₹4.2 Cr+₹57.0 L (15.6%)Rejected-Finance HOUSE NO 105 PANTHEERMA VILLAI NEAR NELLIKKAVILLAI CSI CHURCH VELLAYAMBALAM VENCODE P O KANYAKUMARI DIST TAMIL NADU 629 171 | VENCODE | KANYAKUMARI | TAMIL NADU | 629171 | L4 | Rejected-Finance BOQ IN ORDER | |
| 5 | L5₹4.3 Cr+₹68.3 L (18.6%)Rejected-Finance 106 AGARWAL AND COMPANY PROFESSOR COLONY OPP OF WALL FORT CITY RING ROAD NO 01 RAIPUR CHHATTISGARH 492001 | RAIPUR | CHHATTISGARH | 492001 | L5 | Rejected-Finance BOQ IN ORDER |
| Sl No | Description | Qty | Unit | B5BUILDING SOLUTIONS L8 | DJ GROUP L4 | Star Construction Co. L2 | Crescent Construction Company L12 | M/S AARJAY ASSOCIATES L10 | agarwal and company L5 | Ramshree Global Constructions Pvt. Ltd L11 | Powertech Engineers L3 | K P DIVAKARAN L1 | G ANILKUMAR L6 | ROY CONSTRUCTION CO L7 | Lucky General engineers and Contractors L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | SCHEDULE 'A' PART - I (AREA DRAINAGE)
Earth work in excavation by mechanical means (Hydraulic excavator) / in foundation trenches or drains (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 soil and disposal of surplus excavated soil as directed, within a lead of 50 m.,complete all as specified and directed. | 82.94 | Cum | 850 ₹70,499 | 400 ₹33,176 | 250 ₹20,735 | 450 ₹37,323 | 350 ₹29,029 | 270 ₹22,393.8 | 280 ₹23,223.2 | 400 ₹33,176 | 150 ₹12,441 Lowest | 300 ₹24,882 | 480 ₹39,811.2 | 350 ₹29,029 |
| 2.00 | Material and labour for PCC type C2, 1:3:6 (40mm graded stone aggregate) as in foundation, footing and mass concrete complete all as specified and directed. | 12.15 | Cum | 7,700 ₹93,555 | 6,100 ₹74,115 | 6,500 ₹78,975 | 7,500 ₹91,125 | 6,000 ₹72,900 | 7,200 ₹87,480 | 8,000 ₹97,200 | 8,500 ₹1,03,275 | 5,200 ₹63,180 Lowest | 6,500 ₹78,975 | 8,000 ₹97,200 | 9,300 ₹1,12,995 |
| 3.00 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in foundation, footings, bases of retaining wall and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 822.5 | Cum | 9,675 ₹79,57,687.5 | 10,500 ₹86,36,250 | 9,500 ₹78,13,750 Lowest | 11,500 ₹94,58,750 | 12,000 ₹98,70,000 | 12,060 ₹99,19,350 | 10,340 ₹85,04,650 | 11,500 ₹94,58,750 | 9,500 ₹78,13,750 Lowest | 10,500 ₹86,36,250 | 10,395 ₹85,49,887.5 | 10,300 ₹84,71,750 |
| 4.00 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 640.63 | Cum | 9,700 ₹62,14,111 | 11,000 ₹70,46,930 | 9,500 ₹60,85,985 Lowest | 13,000 ₹83,28,190 | 12,000 ₹76,87,560 | 12,060 ₹77,25,997.8 | 10,970 ₹70,27,711.1 | 11,500 ₹73,67,245 | 9,500 ₹60,85,985 Lowest | 12,000 ₹76,87,560 | 10,650 ₹68,22,709.5 | 10,600 ₹67,90,678 |
| 5.00 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam sides, sides and soffits (if any) of foundation and Plinth beams and similar work vertical or to batter in fair finished (flat) complete all as specified and directed. | 36 | Sqm | 650 ₹23,400 | 450 ₹16,200 | 400 ₹14,400 Lowest | 600 ₹21,600 | 450 ₹16,200 | 450 ₹16,200 | 430 ₹15,480 | 650 ₹23,400 | 650 ₹23,400 | 450 ₹16,200 | 550 ₹19,800 | 400 ₹14,400 Lowest |
| 6.00 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter in fair finished(flat) complete all as specified and directed. | 152.64 | Sqm | 675 ₹1,03,032 | 530 ₹80,899.2 | 400 ₹61,056 Lowest | 850 ₹1,29,744 | 400 ₹61,056 Lowest | 450 ₹68,688 | 670 ₹1,02,268.8 | 650 ₹99,216 | 480 ₹73,267.2 | 540 ₹82,425.6 | 550 ₹83,952 | 540 ₹82,425.6 |
| 7.00 | Supply and fix mild steel TMT bar (CRS) 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 1,57,885.81 | Kg | 102 ₹1,61,04,352.62 | 101 ₹1,59,46,466.81 | 98 ₹1,54,72,809.38 | 116 ₹1,83,14,753.96 | 120 ₹1,89,46,297.2 | 108 ₹1,70,51,667.48 | 120 ₹1,89,46,297.2 | 98 ₹1,54,72,809.38 | 86 ₹1,35,78,179.66 Lowest | 94 ₹1,48,41,266.14 | 112 ₹1,76,83,210.72 | 105 ₹1,65,78,010.05 |
| 8.00 | Supply and fix mild steel TMT bar (CRS) 6 to 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 2,781.36 | Kg | 112 ₹3,11,512.32 | 105 ₹2,92,042.8 | 98 ₹2,72,573.28 | 120 ₹3,33,763.2 | 121 ₹3,36,544.56 | 108 ₹3,00,386.88 | 130 ₹3,61,576.8 | 102 ₹2,83,698.72 | 87 ₹2,41,978.32 Lowest | 94 ₹2,61,447.84 | 113 ₹3,14,293.68 | 110 ₹3,05,949.6 |
| 9.00 | Returning, filling in excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil complete all as specified and directed. | 5.09 | Cum | 480 ₹2,443.2 | 250 ₹1,272.5 | 90 ₹458.1 | 400 ₹2,036 | 100 ₹509 | 207 ₹1,053.63 | 1,000 ₹5,090 | 60 ₹305.4 Lowest | 100 ₹509 | 190 ₹967.1 | 400 ₹2,036 | 140 ₹712.6 |
| 10.00 | SCHEDULE 'A' PART - II (COMPOUND WALL/FENCING & GATE)
Material and labour for Precast cement concrete solid block masonry with PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exceeding 10cm in width and setting in cement mortar 1:6, complete all as specified and directed. | 49.71 | Cum | 8,700 ₹4,32,477 | 8,000 ₹3,97,680 | 8,000 ₹3,97,680 | 9,250 ₹4,59,817.5 | 9,500 ₹4,72,245 | 8,100 ₹4,02,651 | 11,200 ₹5,56,752 | 7,000 ₹3,47,970 Lowest | 8,000 ₹3,97,680 | 9,000 ₹4,47,390 | 7,800 ₹3,87,738 | 9,500 ₹4,72,245 |
Tender Value
₹4.7 Cr
EMD Value
₹5.4 L
Closing Date
6 Nov 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE AF BANGALORE
Chief Engineer AF Bangalore No. 2 DC Area MES Road Yeshwantpur Post Bangalore 560022
PROVISION OF RETAINING WALL AT CERTAIN LOCATIONS AT CHITRALEKHA COMPLEX AT HQ SAC(U) UNDER GE (AF) TRIVANDRUM
2025_MES_734472_1
801687/E8
Open Tender
Civil Works
Item Rate
450 days
Trivandrum
Class A cat a i
8 documents required · 8 mandatory
₹2,000
GE (AF) TRIVANDRUM
₹5.4 L
Yes
12 Jan 2026
9 Oct 2025
13 Nov 2025
9 Oct 2025
6 Nov 2025
30 Oct 2025
10 Oct 2025 - 19 Oct 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | SCHEDULE 'A' PART - I (AREA DRAINAGE)
Earth work in excavation by mechanical means (Hydraulic excavator) / in foundation trenches or drains (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 soil and disposal of surplus excavated soil as directed, within a lead of 50 m.,complete all as specified and directed. | 82.94 | Cum | - | - |
| 2 | Material and labour for PCC type C2, 1:3:6 (40mm graded stone aggregate) as in foundation, footing and mass concrete complete all as specified and directed. | 12.15 | Cum | - | - |
| 3 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in foundation, footings, bases of retaining wall and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 822.5 | Cum | - | - |
| 4 | Material and labour for RCC M-30 design mix (20mm graded stone aggregate) in wall, retaining wall, basement of wall, ballast walls and the like any thickness above or below footing incl attached pillasters etc complete all as specified and directed. | 640.63 | Cum | - | - |
| 5 | Use and waste of Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beam sides, sides and soffits (if any) of foundation and Plinth beams and similar work vertical or to batter in fair finished (flat) complete all as specified and directed. | 36 | Sqm | - | - |
| 6 | Use and waste of Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc, vertical or to batter in fair finished(flat) complete all as specified and directed. | 152.64 | Sqm | - | - |
| 7 | Supply and fix mild steel TMT bar (CRS) 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 1,57,885.81 | Kg | - | - |
| 8 | Supply and fix mild steel TMT bar (CRS) 6 to 8mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm including clips, complete all as specified and directed. | 2,781.36 | Kg | - | - |
| 9 | Returning, filling in excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm in soft/loose soil complete all as specified and directed. | 5.09 | Cum | - | - |
| 10 | SCHEDULE 'A' PART - II (COMPOUND WALL/FENCING & GATE)
Material and labour for Precast cement concrete solid block masonry with PCC 1:3:6 type C1 (using 20mm graded stone aggregate) exceeding 10cm in width and setting in cement mortar 1:6, complete all as specified and directed. | 49.71 | Cum | - | - |
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