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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹42.0 LAccepted-AOC | L-1 | Accepted-AOC Tender accepted due to lowest and quoted reasonable rates | |
| 2 | L-2₹43.7 L+₹1.8 L (4.22%)Rejected-Finance | L-2 | Rejected-Finance Higher side quoted amount | |
| 3 | L-3₹47.9 L+₹5.9 L (14.1%)Rejected-Finance | L-3 | Rejected-Finance Higher side quoted amount | |
| 4 | L-4₹48.3 L+₹6.3 L (15.1%)Rejected-Finance | L-4 | Rejected-Finance Higher side quoted amount | |
| 5 | L-5₹50.0 L+₹8.0 L (19.1%)Rejected-Finance | L-5 | Rejected-Finance Higher side quoted amount |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
7 Oct 2022, 6:00 pmClosed
CWE Khumbathang
CWE Khumbathang
PROVN OF RETAINING WALL AT KARGIL
2022_MES_550687_1
80051/73/E8
Open Tender
Miscellaneous Works
Item Rate
180 days
Kargil
AS PER TENDER AND NIT DOC
8 documents required · 8 mandatory
₹500
GE Kargil
₹1.1 L
Yes
17 Oct 2022
8 Sept 2022
8 Oct 2022
8 Sept 2022
7 Oct 2022
29 Sept 2022
Amount
Excavation over area not exceeding 1.5 m depth and getting out in hard/ dense soil, complete all as specified and directed by Engr-in-Charge.
Returning filling in including spreading, levelling, watering and well remming in layers not exceeding 25cm thick in hard/dense soil complete all as specified.
Removal to excavated material (Soil) to a distance not exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed by Engr-in-Charge.
M&L for Plain cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in foundation filling and mass concrete, complete all as specified and directed by the Engr-in-Charge.
M&L for broken stone or boulder hand packing (any thickness) at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and directed by the Engr-in-Charge.
M&L for stone Walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6, complete all as specified and directed by the Engr-in-Charge. (PCC bond stone shall be deducted from the composite quantity)
M&L for PCC 1:3:6 type C-1 using 20mm graded crushed stone aggregate as in bond stone set in cement mortar 1:4, complete all as specified and directed by the Engr-in-Charge.
Extra over stone walling for hammer dressing with mix depression on face from straight edge held against the dressed surface not exceeding 40mm to face stone (lime and sand stone) and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses
M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in backing ,bed plates, coping and like finishing all exposed surfaces of concrete/stone, complete all as specified and directed by the Engr-in-Charge.
M&L for Keyed pointing to random or polygonal rubble, uncoursed or brought upto course in cement mortar 1:3, complete all as specified and directed by the Engr-in-Charge.
S&F PVC(SWR) Pipe 75 mm dia in any length for weep holes, complete all as specified and directed by the Engr-in-Charge.
M/S SAJJAD HUSSAIN
M/S ZAKIR HUSSAIN
CHAMRAN TRADING NAD CONSTRUCTION KARGIL
M/S MOHAMMAD ALI
M/S MOHD FAROOQ
KASHMIR FAIR DEAL SERVICES
AMAAN ENGINEERS
M/S DUTTA ENGINEERING WORKS
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