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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.0 LAccepted-AOC REVATHY TC 79 1020 3 SREE RAGAM ROAD KARIKKAKOM KARIKKAKOM PO THIRUVANANTHAPURAM 695021 | THIRUVANANTHAPURAM | KERALA | 695021 | L1 | Accepted-AOC Found reasonable for acceptance | |
| 2 | L2₹40.3 L+₹1.3 L (3.33%)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 | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹42.8 L+₹3.8 L (9.67%)Rejected-Finance | L3 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | DEFT GROUP ELECTROMECHANICAL L1 | DJ GROUP L2 | mahadeva traders cotractor and suppliers L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavating over areas n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed | 247.5 | Cum | 400 ₹99,000 Lowest | 430 ₹1,06,425 | 450 ₹1,11,375 |
| 2.00 | Excavation over areas, exc 1.5 m but not exc 3.00 m deep and getting out in hard/dense soil, complete all as specified and directed. | 107.25 | Cum | 450 ₹48,262.5 Lowest | 500 ₹53,625 | 550 ₹58,987.5 |
| 3.00 | Earthwork excavation in cutting n exc 1.5m wide and getting out excavated hard/dense soil complete all as specified and directed | 80 | Cum | 325 ₹26,000 Lowest | 400 ₹32,000 | 350 ₹28,000 |
| 4.00 | M&L for PCC type D2, 1:4:8 (40mm graded aggregate) as in foundation, footing and mass concrete complete all as specified and directed. | 25.1 | Cum | 5,300 ₹1,33,030 Lowest | 6,600 ₹1,65,660 | 6,700 ₹1,68,170 |
| 5.00 | M&L for RCC M-30 design mix (20mm graded 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. | 51.13 | Cum | 7,700 ₹3,93,701 Lowest | 10,300 ₹5,26,639 | 8,400 ₹4,29,492 |
| 6.00 | M&L for RCC M-30 design mix (20mm graded 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. | 77.55 | Cum | 8,000 ₹6,20,400 Lowest | 10,700 ₹8,29,785 | 8,520 ₹6,60,726 |
| 7.00 | M & L for use and waste of Steel Formwork and steel props 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; vertical or to batter in rough finished complete all as specified and directed. | 31.8 | Sqm | 650 ₹20,670 | 500 ₹15,900 Lowest | 550 ₹17,490 |
| 8.00 | M & L for use and waste of Steel Formwork and steel props to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in rough finished complete all as specified and directed. | 473.1 | Sqm | 650 ₹3,07,515 | 520 ₹2,46,012 Lowest | 650 ₹3,07,515 |
| 9.00 | S&F mild steel TMT(CRS) bar 8mm dia for distribution bars 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. | 3,321.02 | Kg | 100 ₹3,32,102 Lowest | 105 ₹3,48,707.1 | 130 ₹4,31,732.6 |
| 10.00 | S&F mild steel TMT(CRS) bar 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. | 10,102.97 | Kg | 100 ₹10,10,297 Lowest | 105 ₹10,60,811.85 | 122 ₹12,32,562.34 |
Tender Value
₹42.0 L
EMD Value
₹84,020
Closing Date
1 Aug 2025, 6:00 pmClosed
GE AF Trivandrum
Office of Garrison Engineer AF, Pulayanarkotta, Thuruvikkal Post, Trivandrum-695011
PROVISION OF PROTECTION RETAINING WALL BEHIND BLDG NO P 95 OF SUREKSHA COMPLEX UNDER GE AF TRIVANDRUM
2025_MES_718604_1
8553
Open Tender
Civil Works
Item Rate
180 days
Trivandrum
As per Tender Documents
7 documents required · 7 mandatory
₹500
Yes
GE AF Trivandrum
₹84,020
Yes
12 Sept 2025
4 Jul 2025
4 Aug 2025
4 Jul 2025
1 Aug 2025
18 Jul 2025
Amount
Excavating over areas n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed
Excavation over areas, exc 1.5 m but not exc 3.00 m deep and getting out in hard/dense soil, complete all as specified and directed.
Earthwork excavation in cutting n exc 1.5m wide and getting out excavated hard/dense soil complete all as specified and directed
M&L for PCC type D2, 1:4:8 (40mm graded aggregate) as in foundation, footing and mass concrete complete all as specified and directed.
M&L for RCC M-30 design mix (20mm graded 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.
M&L for RCC M-30 design mix (20mm graded 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.
M & L for use and waste of Steel Formwork and steel props 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; vertical or to batter in rough finished complete all as specified and directed.
M & L for use and waste of Steel Formwork and steel props to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc.; vertical or to batter in rough finished complete all as specified and directed.
S&F mild steel TMT(CRS) bar 8mm dia for distribution bars 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.
S&F mild steel TMT(CRS) bar 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.
S&F PVC pipe 110mm dia of wrapped with wire netting at mouth of pipe with fixed complete to walls, ceiling or in floors etc for weep holes, complete all as specified and directed.
M&L for filling of dry aggregate of broken stone or boulders, back side of weep holes of gauge not exc 40 to 60mm all as specified and directed.
M&L for filling of dry aggregate of broken stone or boulders, back side of weep holes of gauge not exc 60 to 80mm all as specified and directed.
Returning filling with soil obtained from excavation, inlcuding spreading, levelling, watering and well ramming in layers not exc 25cm thick complete all as specified and directed.
Removing excavated material exc. 250 m and n exc 500m and depositing where directed at a level n exc. 1.5m and kept stack for reuse (Rate inclusive of loading unloading and stacking) all as specified and directed.
M & L for approved earth / moorum from approved burrowpits and stack at the site for returning filling/Back filling for retaining wall(Rate inclusive of loading and unloading ) etc and usual bulkage deduction shall be done as per SSR all as specified and directed.
DJ GROUP (BID ID -3379055)
mahadeva traders cotractor and suppliers (BID ID -3379220)
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