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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC | ₹3.6 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹4.0 Cr+₹42.0 L (11.8%)Rejected-Finance GRAM KANGRI POST SHYAMUR DISTRICT HARIDWAR UTTARAKHAND | ₹4.0 Cr+₹42.0 L (11.8%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | L3₹4.6 Cr+₹1.0 Cr (29.0%)Rejected-Finance N A | PALWAL | HARYANA | 121004 | ₹4.6 Cr+₹1.0 Cr (29.0%) | L3 | Rejected-Finance Highest Rate Quoted by bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| 5 | Rejected-Technical PAURI GARHWAL | UTTARAKHAND | 246001 | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | M/s Girish Kumar L1 | M/s Mahalaxmi Construction L3 | RIJWAN ALI L2 |
|---|---|---|---|---|---|---|
| 1.00 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | 26.57 | cum | 1,565 ₹41,582.05 | 497.89 ₹13,228.94 Lowest | 1,380 ₹36,666.6 |
| 2.00 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 3.78 | cum | 2,700 ₹10,206 | 2,694.79 ₹10,186.31 | 2,530 ₹9,563.4 Lowest |
| 3.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 771.77 | Cum | 202 ₹1,55,897.54 | 192.03 ₹1,48,202.99 | 186 ₹1,43,549.22 Lowest |
| 4.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 425.77 | Cum | 149 ₹63,439.73 | 154.72 ₹65,875.13 | 125 ₹53,221.25 Lowest |
| 5.00 | Treatment of soil under existing floors using chemical emul?sion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 334.74 | Sqm | 235 ₹78,663.9 | 173.83 ₹58,187.85 Lowest | 225 ₹75,316.5 |
| 6.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 330.91 | Cum | 100 ₹33,091 Lowest | 1,684.1 ₹5,57,285.53 | 1,000 ₹3,30,910 |
| 7.00 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 84.9 | Cum | 535 ₹45,421.5 | 585.6 ₹49,717.44 | 500 ₹42,450 Lowest |
| 8.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 92.04 | Cum | 4,242 ₹3,90,433.68 Lowest | 5,420.75 ₹4,98,925.83 | 4,855 ₹4,46,854.2 |
| 9.00 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | 47.38 | Sqm | 313 ₹14,829.94 | 297.79 ₹14,109.29 | 295 ₹13,977.1 Lowest |
| 10.00 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | 48.25 | Sqm | 569 ₹27,454.25 | 562.47 ₹27,139.18 | 535 ₹25,813.75 Lowest |
Tender Value
₹5.0 Cr
EMD Value
₹9.9 L
Closing Date
28 Apr 2026, 5:00 pmClosed
General Manager (Garhwal)
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
Construction of Proposed Hostel (60 Beded) for Skill Development and Departmental Training Center at Aamwala Dist. Dehradun, Uttarakhand
2026_MDPEY_93933_1
1261/Nivida(Garh)D.Dun/27 Dt 06/04/2026
Open Tender
Civil Works
Item Rate
365 days
Aamwala Dist. Dehradun
Please Refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Dehradun
₹9.9 L
Dehradun
20 Jun 2026
9 Apr 2026
29 Apr 2026
9 Apr 2026
28 Apr 2026
15 Apr 2026
10 Apr 2026 - 11 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | - | cum | - | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | - | cum | - | - |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | - | Cum | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 5 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | Sqm | - | - |
| 6 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | - | - |
| 7 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | - | Cum | - | - |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 9 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). | - | Sqm | - | - |
| 10 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mmnominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. | - | Sqm | - | - |
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