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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.5 LAdmitted-Finance | ₹84.5 L | L1 | Admitted-Finance |
| 2 | L2₹96.8 LAdmitted-Finance | ₹96.8 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Vinod Kumar Bajaj L1 | MS JAIN PAINT AND HARDWARE STORE L2 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5 m in depth in any type of soil; for foundation, etc. and getting out including bailing/pumping /dewatering(if required) of water complete all as specified and directed by Engr-In-Charge. | 421.2 | Cum | 200 ₹84,240 | 150 ₹63,180 |
| 2.00 | Excavation in trenches exc 1.5 m in depth and n exc 3.00 m in any type of soil ; for foundation, etc. and getting out including baling/pumping /dewatering(if required) of water complete all as specified and directed by Engr-In-Charge. | 11 | Cum | 250 ₹2,750 | 250 ₹2,750 |
| 3.00 | Returning, filling in including spreading, leveling watering and well ramming in layers not exceeding 25cm complete all as specified and directed by Engr-In-Charge. | 249.44 | Cum | 200 ₹49,888 | 150 ₹37,416 |
| 4.00 | M & L for spreading and leveling in layers n.exc 25cm thick and well ramming including watering as required under floors (in floor with available earth from excavation) complete all as specified and directed by Engr-In-Charge. | 78.1 | Cum | 200 ₹15,620 | 130 ₹10,153 |
| 5.00 | Removing excavated material exc 50m and not exc 250m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed. | 109.22 | Cum | 100 ₹10,922 | 100 ₹10,922 |
| 6.00 | M&L for PCC 1:4:8 type D2 40mm stone aggregate filling mass concrete in foundation complete all as specified and directed by Engr-In-Charge. | 23.57 | Cum | 3,500 ₹82,495 | 3,850 ₹90,744.50 |
| 7.00 | Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in foundation including rafts, footings, foundation beams, plinth beams, bases of columns etc complete all as specified and directed by Engr-In-Charge. | 68.75 | Cum | 7,500 ₹5.2 L | 9,000 ₹6.2 L |
| 8.00 | M & L for Applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m complete all as specified and directed by Engr-In-Charge. | 101 | Sqm | 150 ₹15,150 | 150 ₹15,150 |
| 9.00 | Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-In-Charge. | 19.8 | Cum | 8,500 ₹1.7 L | 9,000 ₹1.8 L |
| 10.00 | Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in beams, cantilever, chajja,lintels over 1.5 m complete all as specified and directed by Engr-In-Charge. | 31.38 | Cum | 8,500 ₹2.7 L | 8,800 ₹2.8 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
1 May 2026, 6:00 pmClosed
HQ CWE SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
PROVN OF DEFICIENCY OF SINGLE MAN BARRACK IN ARMD WKSP, RECUPERATOR ROOM WITH DUST PROOF AND AC FACILITY AT KLP OF ARMD WKSP AND GUARD ROOM WITH ATT WASHROOM AND TOILET NEAR DOT SHOPPING COMPLEX AT FARIDKOT MIL STN
2026_MES_753998_3
CA NO CWE SGNR/TOKEN-86 OF 2025-26
Open Tender
Civil Works
180 days
GE FARIDKOT
AS PER NIT
8 documents required · 8 mandatory
₹1,000
GE FARIDKOT
₹1.3 L
Yes
4 May 2026
10 Apr 2026
2 May 2026
10 Apr 2026
1 May 2026
17 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Excavation in trenches n exc 1.5 m in depth in any type of soil; for foundation, etc. and getting out including bailing/pumping /dewatering(if required) of water complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
Excavation in trenches exc 1.5 m in depth and n exc 3.00 m in any type of soil ; for foundation, etc. and getting out including baling/pumping /dewatering(if required) of water complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
Returning, filling in including spreading, leveling watering and well ramming in layers not exceeding 25cm complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
M & L for spreading and leveling in layers n.exc 25cm thick and well ramming including watering as required under floors (in floor with available earth from excavation) complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
Removing excavated material exc 50m and not exc 250m 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 D2 40mm stone aggregate filling mass concrete in foundation complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in foundation including rafts, footings, foundation beams, plinth beams, bases of columns etc complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
M & L for Applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m complete all as specified and directed by Engr-In-Charge. | - | Sqm | - | - | |
Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - | |
Material and labour for providing Reinforced Cement Concrete (Design Mix) M-30 using 20 mm graded aggregate as in beams, cantilever, chajja,lintels over 1.5 m complete all as specified and directed by Engr-In-Charge. | - | Cum | - | - |
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