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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC 133 SADAK DUDHLI SAHARANPUR 247001 UP | SAHARANPUR | UTTAR PRADESH | 247001 | ₹14.2 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹14.9 LRejected-Finance 199 79 SADAR BAZAR LANSDOWNE TAHSIL LANSDOWNE | ₹14.9 L | L2 | Rejected-Finance Other than lowest |
| 3 | L3₹15.3 LRejected-Finance GANDHI CHOWK LANSDOWNE DISTT PAURI GARHWAL PIN 246155 | PAURI GARHWAL | UTTARAKHAND | 246155 | ₹15.3 L | L3 | Rejected-Finance Other than lowest |
| 4 | L4₹20.4 LRejected-Finance 14 CHOTA BHARUWALA DACOTA ROAD CLEMENT TOWN BHARUWALA GRANT DEHRADUN UTTARAKHAND 248002 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248002 | ₹20.4 L | L4 | Rejected-Finance Other than lowest |
| Sl No | Description | Qty | Unit | M/S Balaji Builders L2 | PIONEER REFRIGERATION AND ELECTRICALS L3 | M/S Bagwan Associates L4 | ANKIT KUMAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level complete all as specified and directed. | 188.6 | Cum | 240 ₹45,264 | 550 ₹1.0 L | 600 ₹1.1 L | 150 ₹28,290 |
| 2.00 | M&L for Cement concrete work in Road /Path/ Hard Standing having minimum 28 days field flexural strength of 40kg/ sqcm , thickness of concrete 25cm or less, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum cement content of 400 kg/cum complete all as specified and directed.Using Cement OPC 43 Grade only. Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work.
(ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items.
(iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017. | 188.6 | Cum | 7,400 ₹14.0 L | 7,200 ₹13.6 L | 9,850 ₹18.6 L | 7,100 ₹13.4 L |
| 3.00 | M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed. | 1,257.33 | Sqm | 4.99 ₹6,274.08 | 10 ₹12,573.30 | 10 ₹12,573.30 | 9 ₹11,315.97 |
| 4.00 | M&L for forming contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed. | 7 | 10RM | 248 ₹1,736 | 380 ₹2,660 | 600 ₹4,200 | 350 ₹2,450 |
| 5.00 | M&L forming expansion joints 12 mm wide and thickness of concrete slab 150 mm, filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound grade 'A' complete all as specified and directed. | 8.4 | 10 RM | 448 ₹3,763.20 | 650 ₹5,460 | 700 ₹5,880 | 350 ₹2,940 |
| 6.00 | Removing excavated material exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed. | 188.6 | Cum | 199 ₹37,531.40 | 250 ₹47,150 | 250 ₹47,150 | 200 ₹37,720 |
Updated dates
Tender Value
₹24.3 L
EMD Value
₹48,545
Closing Date
28 Jan 2026, 6:00 pmClosed
CWE Hills Dehradun
HQ CWE Hills Mall Road Dehradun Cantt 248003
SPL REPAIR TO ROAD AT BUNGALOW NO- 1, 4 AND NEAR HILLY BOYS HOSTEL UNDER AGE (I) MES LANSDOWNE
2025_MES_746570_1
87286/LDN/E8
Open Tender
Civil Works - Roads
150 days
AGE (I) Lansdowne
Class E Cat a (v)
6 documents required · 6 mandatory
₹500
Yes
AGE (I) Lansdowne
₹48,545
Yes
18 Mar 2026
30 Dec 2025
5 Feb 2026
30 Dec 2025
28 Jan 2026
15 Jan 2026
Demolition of PCC in ground floor and pavings not exc 15 cm thickness below or above ground level complete all as specified and directed.
M&L for Cement concrete work in Road /Path/ Hard Standing having minimum 28 days field flexural strength of 40kg/ sqcm , thickness of concrete 25cm or less, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum cement content of 400 kg/cum complete all as specified and directed.Using Cement OPC 43 Grade only. Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work. (ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items. (iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017.
M&L for spike rolling to surface or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for forming contraction (Dummy) joints 50mm deep x 10mm wide, filled with sealing compound grade 'A' complete all as specified and directed.
M&L forming expansion joints 12 mm wide and thickness of concrete slab 150 mm, filled with pre-formed bituminous filler and top 30 mm primed and sealed with sealing compound grade 'A' complete all as specified and directed.
Removing excavated material exc 250m but n.exc 500 m and depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed.
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