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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-AOC NARMADA COLONY BARADARI CHOURAHA MORAR GWALIOR 474006 | GWALIOR | MADHYA PRADESH | 474006 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹5.1 L+₹42,610 (9.08%)Rejected-Finance | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹5.3 L+₹65,165 (13.9%)Rejected-Finance C O PRAMOD KUMAR SHAH BUS STAND NANDPRAYAG NANDPRAYAG CHAMOLI UTTARAKHAND 246429 | NANDPRAYAG | CHAMOLI | UTTARAKHAND | 246429 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹5.7 L+₹1.0 L (21.4%)Rejected-Finance | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹6.3 L+₹1.6 L (33.3%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
₹8.7 L
EMD Value
₹18,000
Closing Date
26 Feb 2024, 6:00 pmClosed
Garrison Engineer Gwalior
Garrison Engineer Gwalior Morar Cantt
8935/GWL/E8 PROVN OF HARD STANDING NEAR WATER POINT BORE WELL NO 06 AT MORAR CANTT GWALIOR
2024_MES_639367_1
8935/GWL/E8
Open Tender
Civil Works
Works
90 days
Garrison Engineer Gwalior
Please refer tender documents
9 documents required · 9 mandatory
₹500
Garrison Engineer Gwalior
₹18,000
Yes
30 May 2024
27 Jan 2024
28 Feb 2024
27 Jan 2024
26 Feb 2024
12 Feb 2024
Amount
Excavation over aeras n.exc 1.5 m deep and getting out any type of soil complete all as specified and directed.
M&L for hard core for broken stone boulder of gauge n.exc 63mm deposited, spread and levelled in layers n.exc 15cm thick watered and rammed to a true surfaces complete all as specified and directed.
M&L for 100mm thick Cement Concrete 1:3:6 type C-2, (using 40mm graded stone aggregate) as in foundation, filling and mass concrete etc complete all as specified and directed.
M&L for 100mm thick Cement Concrete 1:2:4 type B-1, (using 20mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed.
M&L for forming Contraction (Dummy) Joints 65mm deepx10mm wide filled with sealing (Grade 'A') compound complete all as specified and directed.
M&L for forming construction joints 30mm deep x 10mm wide filed with grade 'A' sealing compound complete all as specified and directed.
Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out soft/loose soil complete all as specified and directed.
M&L for PCC (1:4:8) type D-2, (using 40 mm graded stone aggregate), as in foundation filling and mass concrete complete all as specified and directed.
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed.
M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.
M&L for 80 mm thickness machine pressed precast concrete interlocking paver block made out with design mix of M-40 of any shape and size confirming to IS 15658-2006 in grey cement and pigment glossy finish rubber mould casted laid dry over sand cushioning complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as specified and directed.
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