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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical 40 SADAR BAZAR CHAKRATA DEHRADUN UTTARAKHAND 248 001 | CHAKRATA | DEHRADUN | UTTARAKHAND | 248001 | Accepted-Technical meet eligibility criteria |
| 2 | Accepted-Technical VILLAGE POST ATAL TYUNI CHAKRATA DEHRADUN UK PIN 248199 | DEHRADUN | UTTARAKHAND | 248199 | Accepted-Technical meet eligibility criteria |
| 3 | Accepted-Technical | Accepted-Technical Meet Eligibility Criteria |
| 4 | Accepted-Technical VILL HODA PO LORLI CHAKRATA DEHRADUN UTTARAKHAND 248123 | CHAKRATA | DEHRADUN | UTTARAKHAND | 248123 | Accepted-Technical meet eligibility criteria |
| 5 | Rejected-Technical | Rejected-Technical Rejected as per WLR circuleted by HQ CE CC for QE Sep 2025 |
Tender Value
₹37.9 L
EMD Value
₹75,880
Closing Date
6 Apr 2026, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
PROVN OF ATTACHED TOILET /BATHROOM TO MARRIED ACCOMMODATION BUILDING NO 13, QTR NO 01 TO 08 (TEMP IN NATURE) AT SFF HOSPITAL TO BE EXECUTED THROUGH MES DEHRADUN
2026_MES_756440_1
0228/CHK/E8
Open Tender
Civil Works
Item Rate
180 days
Chakrata
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
AGE (I) Chakrata
₹75,880
Yes
3 Sept 2026
16 Mar 2026
8 Apr 2026
16 Mar 2026
6 Apr 2026
30 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30 cm deep and averaging 15cm deep and getting out in hard/dense soil complete all as specified and directed. | 58.32 | Sqm | - | - |
| 2 | Excavation in trenches not exc 1.5 mtr wide and not exc 1.5 mtr in depth; for foundation etc. and getting out in hard/ dense soil complete all as specified and directed. | 80.82 | Cum | - | - |
| 3 | M & L for PCC 1:4:8 type D-2 (Using 40 mm grade aggregate) in foundation, filling and mass concrete complete all as specified and directed. | 9.22 | Cum | - | - |
| 4 | M&L for brick work with sub class 'B' bricks built in CM 1:6 straight or curved on plan & exc 6 m mean radius with old size bricks complete all as specified and directed. | 62 | Cum | - | - |
| 5 | M & L for damp proof course (DPC) in cement concrete 1:2:4, type B-0 40mm, thick with using water proofing compound @ 3% by weight of cement including necessary formwork complete all as specified and directed. | 14.61 | Sqm | - | - |
| 6 | Returning filling in , including, spreading, levelling, watering and well ramming in layers not exc 25cm in hard/dense soil complete all as specified and directed. | 72.65 | Cum | - | - |
| 7 | Removing excavated material (soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 97.48 | Cum | - | - |
| 8 | M & L for RCC (Nominal mix) 1:2:4, type B-1 using 20mm graded stone aggt) as in lintels over 1.50m clear span complete all as specified and directed. | 2.19 | Cum | - | - |
| 9 | M & L for form work to sides and soffits of floor or floor beams, lintels, shelves including supports, over hangs etc also splays between floor and beams etc in rough finished surfaces of concrete in flat complete all as specified and directed. | 18 | Sqm | - | - |
| 10 | M & L for mild steel TMT bars 10mm dia and over cut to length bend to shape required including cranking bending spirally for column, hooking ends & binding with and including mild steel mild steel wire (ann ealed not less that 0.90 mm dia or securing with clip) complete all as specified and directed. | 482 | Kg | - | - |
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