Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.0 CrAccepted-Finance | ₹29.0 Cr | L1 | Accepted-Finance accepted being to be 1st lowest |
| 2 | L2₹29.1 Cr+₹14.7 L (0.51%)Rejected-Finance UTTAR PRADESH UP | KANPUR DEHAT | UTTAR PRADESH | 209101 | ₹29.1 Cr+₹14.7 L (0.51%) | L2 | Rejected-Finance Rejected being to be 2nd lowest |
| 3 | Rejected-Technical N A | PALWAL | HARYANA | 121004 | - | - | Rejected-Technical techanically not qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical techanically not qualified |
| 5 | Rejected-Technical M S VEEKAY CONSTRUCTLONS RDC 179 RAJ NAGAR GHAZIABAD 201001 UP MO NO 9968250401 LEITEROF AWARD CERTIFLCATION LABORATORY FOR | - | - | Rejected-Technical techanically not qualified |
| Sl No | Description | Qty | Unit | agarwal constructions L1 | Mohan Infradevelopers Pvt Ltd L2 |
|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in- inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 4,075.02 | Sqm | 33 ₹1,34,475.66 Lowest | 33 ₹1,34,475.66 Lowest |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 5,649.83 | Cum | 170 ₹9,60,471.1 Lowest | 174 ₹9,83,070.42 |
| 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. | 1,820.7 | Cum | 252 ₹4,58,816.4 Lowest | 255 ₹4,64,278.5 |
| 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 and for all lift. | 1,813.07 | Cum | 190 ₹3,44,483.3 Lowest | 192 ₹3,48,109.44 |
| 5.00 | 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. | 1,893.22 | Cum | 685 ₹12,96,855.7 Lowest | 687 ₹13,00,642.14 |
| 6.00 | Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) | 1,893.22 | Cum | 296 ₹5,60,393.12 Lowest | 298 ₹5,64,179.56 |
| 7.00 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 160.21 | Cum | 2,082 ₹3,33,557.22 Lowest | 2,083 ₹3,33,717.43 |
| 8.00 | 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 | 1,602.18 | Sqm | 300 ₹4,80,654 Lowest | 300 ₹4,80,654 Lowest |
| 9.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 438.6 | Sqm | 735 ₹3,22,371 Lowest | 735 ₹3,22,371 Lowest |
| 10.00 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 816.04 | Cum | 6,680 ₹54,51,147.2 Lowest | 6,684 ₹54,54,411.36 |
Tender Value
₹29.4 Cr
EMD Value
₹54.4 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 EXPANSION OF CENTRAL JAIL AT SITARGANJ, DISTRICT-UDHAM SINGH NAGAR
2026_MDPEY_95690_1
1157/NIVDA Udham singh nagar/220 dt 16/05/2026
Open Tender
Civil Works
Item Rate
540 days
Sitarganj Distt USN
as per tender documents
2 documents required · 2 mandatory
₹11,800
PM CONSTRUCTION UNIT UKPJN UDHAM SINGH NAGAR
₹54.4 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
27 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 | Surface dressing of the ground including removing vegetation and in- inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 4,075.02 | Sqm | 33.51 | ₹1,36,553.92 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 5,649.83 | Cum | 174.17 | ₹9,84,030.89 |
| 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. | 1,820.7 | Cum | 255.42 | ₹4,65,043.19 |
| 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 and for all lift. | 1,813.07 | Cum | 192.32 | ₹3,48,689.62 |
| 5 | 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. | 1,893.22 | Cum | 687.36 | ₹13,01,323.7 |
| 6 | Supplying and filling of Earth by mechanical transport including loading, unloading & stacking beyond 5km upto 10km & beyond 10km upto 20km (Including all) | 1,893.22 | Cum | 298.59 | ₹5,65,296.56 |
| 7 | Supplying and filling in plinth with sand under Floors, including watering, ramming, consolidating and dressing complete. | 160.21 | Cum | 2,083.92 | ₹3,33,864.82 |
| 8 | 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 | 1,602.18 | Sqm | 304.24 | ₹4,87,447.24 |
| 9 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | 438.6 | Sqm | 735.25 | ₹3,22,480.65 |
| 10 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 816.04 | Cum | 6,684.25 | ₹54,54,615.37 |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.60 MB
Tednderdocumetns.pdf
Tender Documents • 5.58 MB
Drawings.pdf
Other Document • 3.07 MB
BOQ_113128.xls
BOQ • 0.53 MB
Corrigendum2sitarganjjail.pdf
PDF • 0.60 MB
Corrigendumsitarganajjail.pdf
PDF • 0.53 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .