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Tender Value
₹33.4 L
EMD Value
₹66,780
Closing Date
25 Sept 2026, 6:00 pm
GE (North) Udhampur
Garrison Engineer (North) Udhampur PIN-901220 C/o 56 APO
PROVN OF RETAINING WALL (50 MTR x 3.5 MTR) AT CERTAIN PLACES INCLUDING ADDN / ALTN TO MAIN GATE AT 31 RR UNDER AGE B/R-I OF GE (NORTH) UDHAMPUR
2026_MES_787765_1
GE/U(N)-76/2026-27
Open Tender
Civil Works
Item Rate
180 days
AOR of GE (North) Udhampur
As per NIT
6 documents required · 6 mandatory
₹500
GE (North) Udhampur
₹66,780
Yes
4 Sept 2026
4 Sept 2026
28 Sept 2026
4 Sept 2026
25 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating over areas, not exc 1.5 mtr deep and getting out in any type of soil, complete all as specified and directed. | 134.2 | Cum | - | - |
| 2 | M&L for plain cement concrete 1:3:6 type C-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 50.33 | Cum | - | - |
| 3 | M&L for plain cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed by Engr-in-Charge. | 3.24 | Cum | - | - |
| 4 | Walling of random rubble stone masonry uncoursed well bonded, bedded and solidly hearted, built in cement mortar (1:6) including providing weep holes complete all as specified (PCC bond stone shall be measured and paid separately). | 428.95 | Cum | - | - |
| 5 | Extra over stone walling for hammer dressing (dressing with maximum depression on face from straight edge held against the dressed surface not exc 40mm granite or trap stone) to face stones and dressing of face beds and joints of random rubble stone walling, uncoursed or brought upto courses, complete all as specified and directed. | 195.25 | Sqm | - | - |
| 6 | M&L for Raised pointing to random or polygonal rubble, un-coursed or brought upto courses in CM 1:4 all as specified and as directed. | 19.53 | 10 Sqm | - | - |
| 7 | M&L for Plain cement concrete 1:2:4, type B1, using 20mm graded stone aggregate as in coping including necessary form work all as specified and as directed. | 3.1 | Cum | - | - |
| 8 | M&L for providing Precast cement concrete 1:3:6, type C-1 (using 20 mm graded crushed stone agg) as in PCC bonders set in CM 1:4 all as specified and directed. | 9.16 | Cum | - | - |
| 9 | M&L for boulder filling dry hand packed tightly as in back of wall complete all as specified and as directed. | 152.07 | Cum | - | - |
| 10 | S&F 110mm bore PVC pipe of low density of pressure rating 10 KG/Sqcm, in short length, fixed in weep holes of retaining wall, complete all as specified and directed. | 872 | RM | - | - |
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