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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC Lowest | |
| 2 | L2₹8.4 L+₹2.5 L (43.1%)Rejected-Finance | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹8.6 L+₹2.7 L (46.5%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹8.6 L+₹2.8 L (47.4%)Rejected-Finance INSIDE SIWANCHI GATE GORIYON KI GALI JODHPUR 342001 | JODHPUR | JODHPUR | RAJASTHAN | 342001 | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹8.8 L+₹2.9 L (49.8%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
Tender Value
₹9.7 L
EMD Value
₹19,400
Closing Date
8 Jun 2024, 6:00 pmClosed
AGE (I) R AND D JODHPUR
AGE (I) R AND D DEFENCE LAB JODHPUR
PROVN OF SECURITY WALL AROUND BLDG NO P-292 AT DEFENCE LABORATORY JODHPUR
2024_MES_654334_1
8581/E8
Open Tender
Civil Works
Item Rate
180 days
AGE (I) R AND D JODHPUR
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
AGE (I) R AND D JODHPUR
₹19,400
Yes
9 Sept 2024
16 May 2024
10 Jun 2024
16 May 2024
8 Jun 2024
25 May 2024
17 May 2024 - 24 May 2024
Amount
Excavation in trenches n exc 1.5mtr wide and n exc 1.5mtr dept & getting out in any type of soil all as specified & directed by Engineer-in-Charge.
M&L for plain cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate, in foundation filling as specified & directed by Engineer-in-Charge.
M&L for Squared rubble masonry , Jodhpur type, regular courses, well bonded, bedded and solidly hearted, built in cement mortar (1:6) all as specified and directed by Engineer-in-Charge.
Extra over stone masonry for hammer dressing face stones and dressing of the face beds & joints all as specified of squared rubble walling regular courses, Jodhpur type, with maximum depression of face from straight edge held against the dressed surface n exc 20mm as specified & directed by Engineer-in-Charge.
Keyed pointing to squarred rubble Jodhpur type , uncoursed or brought upto course with cement mortar 1:4 as specified & directed by Engineer-in-Charge.
M&L plain cement concrete 1:2:4 type C-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed by Engineer-in-charge.
M&L for preparation of new plastered surfaces of walls and applying two coats of cement paint over a coat of white cement as primer all as specified & directed by Engineer-in-charge.
Returning filling in, including spreading leveling, watering and well ramming in layers not exceeding 25cm thick with soil as specified & directed by Engineer-in-Charge.
Removing of excavated soil exceeding 50mtr but not exceeding 250mtr and depositing where directed at a level not exceeding 1.5mtr above the starting point all as directed by Engineer-in-charge.
Broken glass coping on top of walls in cement mortat 1:3 complete all as directed by Engineer-in-charge.
vinayandsons
m/s Firoz khan
MAA AISHA TRADERS SIWANCHI GATE
psj build solutions and company
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