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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC 3788 SHAH GANJ GB ROAD NEW DELHI 110006 | NEW DELHI | DELHI | DELHI | 110006 | ₹1.1 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.1 Cr+₹2.4 L (2.15%)Rejected-AOC | ₹1.1 Cr+₹2.4 L (2.15%) | L2 | Rejected-AOC Rejected |
| 3 | L3₹1.1 Cr+₹4.0 L (3.62%)Rejected-AOC VILL P O MIRAGPUR DISTT SAHARANPUR 247554 U P | SAHARANPUR | UTTAR PRADESH | 247554 | ₹1.1 Cr+₹4.0 L (3.62%) | L3 | Rejected-AOC Rejected |
| 4 | L4₹1.1 Cr+₹4.5 L (4.09%)Rejected-AOC SHIVAJI NAGAR GALI NO 1 DHANGU ROAD MODEL TOWN PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹1.1 Cr+₹4.5 L (4.09%) | L4 | Rejected-AOC Rejected |
| 5 | L5₹1.2 Cr+₹6.0 L (5.46%)Rejected-AOC | ₹1.2 Cr+₹6.0 L (5.46%) | L5 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | m/s parmod kamar L6 | M/S Yamin L2 | Commercial Traders L1 | Shri Balaji Construction L5 | KEWAL SONS L4 | sath sahib associates L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep and getting out in any type of soil complete all as specified and directed. | 418.5 | Sqm | 60 ₹25,110 Lowest | 70 ₹29,295 | 100 ₹41,850 | 100 ₹41,850 | 80 ₹33,480 | 200 ₹83,700 |
| 2.00 | Excavation in trenches n exc 1.50 mtr wide and n exc 1.50 mtr depth, for foundation etc n exc 10Sqm on plan and getting out in any type of soil complete all as specified & directed. | 407.7 | Cum | 150 ₹61,155 | 200 ₹81,540 | 300 ₹1,22,310 | 100 ₹40,770 | 80 ₹32,616 Lowest | 200 ₹81,540 |
| 3.00 | Excavating over areas, n exc 1.50 m deep and getting out in any type of soil complete all as specified and directed. | 210.45 | Cum | 150 ₹31,567.5 | 300 ₹63,135 | 300 ₹63,135 | 60 ₹12,627 Lowest | 70 ₹14,731.5 | 200 ₹42,090 |
| 4.00 | Returning, filling in, including spreading levelling watering and well ramming in layers n exc 25cm as in any type of soil complete all as specified and directed. | 279.34 | Cum | 50 ₹13,967 Lowest | 90 ₹25,140.6 | 100 ₹27,934 | 50 ₹13,967 Lowest | 70 ₹19,553.8 | 200 ₹55,868 |
| 5.00 | 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. | 479.38 | Cum | 60 ₹28,762.8 | 120 ₹57,525.6 | 100 ₹47,938 | 50 ₹23,969 Lowest | 60 ₹28,762.8 | 200 ₹95,876 |
| 6.00 | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, sub base & mass concrete complete all as specified and directed. | 86.45 | Cum | 1,200 ₹1,03,740 Lowest | 3,500 ₹3,02,575 | 4,000 ₹3,45,800 | 2,000 ₹1,72,900 | 2,300 ₹1,98,835 | 5,000 ₹4,32,250 |
| 7.00 | M&L for broken stone or boulder hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | 48.33 | Cum | 250 ₹12,082.5 | 1,500 ₹72,495 | 2,300 ₹1,11,159 | 800 ₹38,664 | 100 ₹4,833 Lowest | 6,500 ₹3,14,145 |
| 8.00 | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate in foundation, including rafts, footings, beams, plinth beams; bases for columns; etc; basement slabs, under-remed piles and mass concrete complete all as specified and directed. | 59.64 | Cum | 2,500 ₹1,49,100 Lowest | 6,500 ₹3,87,660 | 8,000 ₹4,77,120 | 5,000 ₹2,98,200 | 4,400 ₹2,62,416 | 8,000 ₹4,77,120 |
| 9.00 | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in cloumns, pillars, piers, posts and struts complete all as specified and directed. | 14.08 | Cum | 2,600 ₹36,608 | 6,500 ₹91,520 | 800 ₹11,264 Lowest | 3,500 ₹49,280 | 3,100 ₹43,648 | 8,000 ₹1,12,640 |
| 10.00 | M & L for RCC (nominal mix) 1:2:4 Type B-1 using 20mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | 7.59 | Cum | 3,900 ₹29,601 Lowest | 6,500 ₹49,335 | 8,000 ₹60,720 | 6,000 ₹45,540 | 4,500 ₹34,155 | 8,000 ₹60,720 |
Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
11 May 2026, 6:00 pmClosed
CWE Dehradun
HQ CWE Dehradun
CONSTRUCTION OF 16 NOS OF TOILET BLOCK AT TOP LINE OF CHAKRATA GARRISON, EST NO 22
2026_MES_760007_1
0237/CHK/E8
Open Tender
Civil Works
Item Rate
180 days
Chakrata
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
Yes
AGE (I) Chakrata
₹2.1 L
Yes
13 Jul 2026
11 Apr 2026
13 May 2026
11 Apr 2026
11 May 2026
4 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| - | Surface dressing n exc 15 cm deep and getting out in any type of soil complete all as specified and directed. | - | Sqm | - | - |
| - | Excavation in trenches n exc 1.50 mtr wide and n exc 1.50 mtr depth, for foundation etc n exc 10Sqm on plan and getting out in any type of soil complete all as specified & directed. | - | Cum | - | - |
| - | Excavating over areas, n exc 1.50 m deep and getting out in any type of soil complete all as specified and directed. | - | Cum | - | - |
| - | Returning, filling in, including spreading levelling watering and well ramming in layers n exc 25cm as in any type of soil complete all as specified and directed. | - | Cum | - | - |
| - | 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. | - | Cum | - | - |
| - | M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation, sub base & mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L for broken stone or boulder hardcore of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed. | - | Cum | - | - |
| - | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate in foundation, including rafts, footings, beams, plinth beams; bases for columns; etc; basement slabs, under-remed piles and mass concrete complete all as specified and directed. | - | Cum | - | - |
| - | M&L for RCC (nominal mix) 1:2:4 type B-1 using 20 mm graded stone aggregate as in cloumns, pillars, piers, posts and struts complete all as specified and directed. | - | Cum | - | - |
| - | M & L for RCC (nominal mix) 1:2:4 Type B-1 using 20mm graded aggregate as in beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed. | - | Cum | - | - |
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