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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.4 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹5.5 L+₹5,293.20 (0.98%)Rejected-Finance TC 50 956 I VASATHY TRWA 395 THALIYAL KARAMANA PO THIRUVANANTHAPURAM KERALA 695 002 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695002 | L2 | Rejected-Finance Not Being L1 | |
| 3 | L3₹5.6 L+₹15,996.45 (2.96%)Rejected-Finance MAGHAM RAMAPURAM LANE MUKKOLA P O TRIVANDRUM 695 044 | TRIVANDRUM | THIRUVANANTHAPURAM | KERALA | 695044 | L3 | Rejected-Finance Not Being L1 | |
| 4 | L4₹5.6 L+₹20,224.20 (3.75%)Rejected-Finance | L4 | Rejected-Finance Not Being L1 |
Tender Value
₹5.5 L
EMD Value
₹11,100
Closing Date
15 Nov 2023, 6:00 pmClosed
GE Army Trivandrum
Office of Garrison Engineer Army, Thirumala Post, Trivandrum- 695006
PROVISION OF LAYING INTERLOCKING TILES FOR DAD OFFICE COMPLEX UNDER GE (ARMY) TRIVANDRUM
2023_MES_624293_1
8139/E8
Open Tender
Civil Works
Item Rate
120 days
GE Army Trivandrum
As per NIT
8 documents required · 8 mandatory
₹500
GE Army Trivandrum
₹11,100
Yes
24 Nov 2023
20 Oct 2023
22 Nov 2023
20 Oct 2023
15 Nov 2023
3 Nov 2023
21 Oct 2023 - 26 Oct 2023
Amount
Surface excavation in hard/dense soil, not exceeding 30 cm deep and averaging 15 cm deep and getting out complete all as specified and directed.
M& L for Plain cement concrete 1:3:6 Type C2, using 40 mm graded stone aggregate as in sub base in 75mm thick complete all as specified and directed.
M&L for Sand filling/cushioning under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L for Hardcore of broken stone or boulder, gauge exceeding 63 mm but not exceeding 100 mm, deposited, spread and leveled in layers not exceeding 15 cm thick, watered and rolled / rammed to a true surface complete all as specified and directed.
M&L for machine pressed precast concrete interlocking coloured paver block any shape and size conforming to IS 15658-2006 of 60mm thickness, M-30 Grade with grey cement and pigment complete all as specified and directed.
M&L for PCC 1:2:4 type B1, 20 mm graded stone aggregate in kerbs or mud stops rounded or chamfered edges etc complete all as specified and directed.
Removing excavated surplus soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified and directed.
Satheesh Kumar
B.LAMBODHARAN
SHILPA ENGINEERS AND CONTRACTORS
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