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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance NEAR ROADWAYS WORKSHOP PITHORAGARH DISTRICT PITHORAGARH | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 Cr+₹2.7 L (1.42%)Admitted-Finance GRAM TALLI CHHANDA PO CHHANDA REGADU DISTRICT CHAMPAWAT | ₹1.9 Cr+₹2.7 L (1.42%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹4.5 L (2.40%)Admitted-Finance | ₹1.9 Cr+₹4.5 L (2.40%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical JAKHANI BAND PO BIN PITHORAGARH UK PIN 262501 | PITHORAGARH | PITHORAGARH | UTTARAKHAND | 262501 | - | - | Rejected-Technical techanically not qualified |
| Sl No | Description | Qty | Unit | m/s vijay kishor singh mehta L2 | MOHAN SINGH DHEK L3 | D N CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as above 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 489.18 | Cum | 150 ₹73,377 | 144.43 ₹70,652.27 Lowest | 180 ₹88,052.4 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as upto 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 71.56 | Cum | 200 ₹14,312 Lowest | 211.8 ₹15,156.41 | 200 ₹14,312 Lowest |
| 3.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.23 | Cum | 7,255.92 ₹23,436.62 | 6,410.61 ₹20,706.27 Lowest | 7,500 ₹24,225 |
| 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. | 399.94 | Cum | 180.51 ₹72,193.62 | 159.48 ₹63,782.83 Lowest | 180 ₹71,989.65 |
| 5.00 | 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-lll) derived from
natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 63.93 | Cum | 6,273.71 ₹4,01,078.28 | 6,080.65 ₹3,88,735.95 Lowest | 6,500 ₹4,15,545 |
| 6.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the followinggrades M25 of concrete of concrete.:As per design mix provided by department..All works upto plinth level. | 134.83 | Cum | 7,980 ₹10,75,943.4 | 7,484.39 ₹10,09,120.3 Lowest | 8,000 ₹10,78,640 |
| 7.00 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades M25 of concrete of concrete.:As per design mix provided by department..All works above plinth level upto floor V level. | 165.66 | Cum | 8,280 ₹13,71,664.8 | 7,764.44 ₹12,86,257.13 Lowest | 9,000 ₹14,90,940 |
| 8.00 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 15.79 | Cum | 500 ₹7,895 Lowest | 1,671.73 ₹26,396.62 | 1,800 ₹28,422 |
| 9.00 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | 142.03 | Sqm | 100 ₹14,203 Lowest | 244.14 ₹34,675.2 | 250 ₹35,507.5 |
| 10.00 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 28.09 | Sqm | 430 ₹12,078.7 | 390.37 ₹10,965.49 Lowest | 450 ₹12,640.5 |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
10 Aug 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 TYPE II, 06 Nos RESIDENCES. AND BOUNDRYWALL AT KOTWALI PANCHESHWAR, DISTRICT CHAMPAWAT
2026_MDPEY_97737_1
1776/NIVIDA LOHAGHAT / 246 DT 14/07/2026
Open Tender
Civil Works
Item Rate
365 days
PANCHESHWAR DIST CHAMPAWAT
AS PER TENDER DOCUMENTS
2 documents required · 2 mandatory
₹5,900
PM CONSTRUCTION UNIT UKPJN LOHAGHAT
₹4.7 L
GENERAL MANAGER CONSTRUCTION WING UKPJN HALDWANI
27 Aug 2026
17 Jul 2026
11 Aug 2026
17 Jul 2026
10 Aug 2026
24 Jul 2026
18 Jul 2026 - 22 Jul 2026
23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as above 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 489.18 | Cum | 186.36 | ₹91,163.58 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as upto 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. :All kinds of soil. | 71.56 | Cum | 273.29 | ₹19,556.63 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : - 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.23 | Cum | 8,271.76 | ₹26,717.78 |
| 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. | 399.94 | Cum | 205.78 | ₹82,300.17 |
| 5 | 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-lll) derived from
natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 63.93 | Cum | 7,152.02 | ₹4,57,228.64 |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the followinggrades M25 of concrete of concrete.:As per design mix provided by department..All works upto plinth level. | 134.83 | Cum | 9,979.18 | ₹13,45,492.84 |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades M25 of concrete of concrete.:As per design mix provided by department..All works above plinth level upto floor V level. | 165.66 | Cum | 10,352.58 | ₹17,15,008.4 |
| 8 | Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete. | 15.79 | Cum | 2,228.97 | ₹35,195.44 |
| 9 | Diluting and injecting chemical emulsion (Chlorpyriphos/Lindane E.C. 20% with 1% concentration), at the rate of one litre per hole at 300 mm c/c to all the horizontal and vertical surfaces of the excavations made for the foundation of the building, soil under floors, apron, back fill material and along all the faces of the walls for PRE-CONSTRUCTIONAL anti-termite treatment (including the cost of chemical emulsion) as per IS:6313 Part-II. (Plinth area of Building shall be measured for Payment) | 142.03 | Sqm | 325.53 | ₹46,235.03 |
| 10 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | 28.09 | Sqm | 520.5 | ₹14,620.85 |
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