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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.4 CrAdmitted-Finance | ₹9.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.4 Cr+₹62,777.14 (0.07%)Admitted-Finance 04 7906130592 | ₹9.4 Cr+₹62,777.14 (0.07%) | L2 | Admitted-Finance |
| 3 | L3₹9.4 Cr+₹1.5 L (0.16%)Admitted-Finance SITARGANJ UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹9.4 Cr+₹1.5 L (0.16%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical technically not qualified |
| Sl No | Description | Qty | Unit | hind constructions L1 | DEV ENTERPRISES L2 | M/s Suresh Kumar Jain L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 239.37 | Cum | 146 ₹34,948.02 Lowest | 146 ₹34,948.02 Lowest | 146 ₹34,948.02 Lowest |
| 2.00 | 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. | 2,340.04 | Cum | 214 ₹5,00,768.56 Lowest | 214 ₹5,00,768.56 Lowest | 214 ₹5,00,768.56 Lowest |
| 3.00 | 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. | 1,563.23 | Cum | 161 ₹2,51,680.03 Lowest | 161 ₹2,51,680.03 Lowest | 161 ₹2,51,680.03 Lowest |
| 4.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 1.5 Mtr to 2.0 Mtr | 439.85 | Cum | 104 ₹45,744.4 Lowest | 104 ₹45,744.4 Lowest | 104 ₹45,744.4 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 | 1,569.58 | Sqm | 255 ₹4,00,242.9 Lowest | 255 ₹4,00,242.9 Lowest | 255 ₹4,00,242.9 Lowest |
| 6.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 116.89 | Cum | 1,751 ₹2,04,674.39 Lowest | 1,751 ₹2,04,674.39 Lowest | 1,751 ₹2,04,674.39 Lowest |
| 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. | 463.54 | Cum | 577 ₹2,67,462.58 Lowest | 577 ₹2,67,462.58 Lowest | 577.5 ₹2,67,694.35 |
| 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) | 285.61 | Cum | 5,617 ₹16,04,271.37 Lowest | 5,617 ₹16,04,271.37 Lowest | 5,617 ₹16,04,271.37 Lowest |
| 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). | 154.56 | Sqm | 338 ₹52,241.28 Lowest | 338 ₹52,241.28 Lowest | 338 ₹52,241.28 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. | 163.2 | Sqm | 617 ₹1,00,694.4 Lowest | 617 ₹1,00,694.4 Lowest | 617.6 ₹1,00,792.32 |
Tender Value
₹9.4 Cr
EMD Value
₹18.8 L
Closing Date
8 Jun 2026, 5:00 pmClosed
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
OFFICE OF THE GENERAL MANAGER (KUMAUN), CONSTRUCTION WING, UTTARAKHAND PEYJAL NIGAM, RESIDENTIAL CAMPUS (1ST FLOOR), CALLTAX KATHGODAM, HALDWANI , DISTT.- NAINITAL(263126)
CONSTRUCTION OF TEHSIL BUILDING AT RUDRAPUR, DISTRICT-UDHAM SINGH NAGAR
2026_MDPEY_95695_1
1158/nivida udham singh nagar/221 dt 16/05/2026
Open Tender
Civil Works
Item Rate
540 days
RUDRAPUR
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN UDHAM SINGH NAGAR
₹18.8 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
4 Aug 2026
19 May 2026
9 Jun 2026
19 May 2026
8 Jun 2026
26 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | 239.37 | Cum | 146.36 | ₹35,034.19 |
| 2 | 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. | 2,340.04 | Cum | 214.64 | ₹5,02,266.19 |
| 3 | 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. | 1,563.23 | Cum | 161.62 | ₹2,52,649.23 |
| 4 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil 1.5 Mtr to 2.0 Mtr | 439.85 | Cum | 104.56 | ₹45,990.72 |
| 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 | 1,569.58 | Sqm | 255.66 | ₹4,01,278.82 |
| 6 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 116.89 | Cum | 1,751.19 | ₹2,04,696.6 |
| 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. | 463.54 | Cum | 577.62 | ₹2,67,749.97 |
| 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) | 285.61 | Cum | 5,617.01 | ₹16,04,274.23 |
| 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). | 154.56 | Sqm | 338.78 | ₹52,361.84 |
| 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. | 163.2 | Sqm | 617.86 | ₹1,00,833.94 |
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