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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 CrAdmitted-Finance 00 KANDHARPUR NEAR JUNIOR HIGH SCHOOL KANDHARPUR BAREILLY UTTAR PRADESH 243004 UDYAM UP 15 0021222 | BAREILLY | UTTAR PRADESH | 243004 | ₹4.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.3 Cr+₹13.9 L (3.36%)Admitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹4.3 Cr+₹13.9 L (3.36%) | L2 | Admitted-Finance |
| 3 | L3₹4.9 Cr+₹74.7 L (18.0%)Admitted-Finance PAURI GARHWAL | UTTARAKHAND | 246001 | ₹4.9 Cr+₹74.7 L (18.0%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non Technically Qualified |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | goyal and sons L2 | Shri Balaji Enterprises L1 | SANJAY AGARWAL L3 |
|---|---|---|---|---|---|---|
| 1.00 | 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. | 7.95 | Cum | 2,700 ₹21,465 Lowest | 2,720 ₹21,624 | 3,163 ₹25,145.85 |
| 2.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 163.53 | Cum | 1,000 ₹1,63,530 Lowest | 1,000 ₹1,63,530 Lowest | 1,339 ₹2,18,966.67 |
| 3.00 | 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 | 21.64 | Cum | 1,500 ₹32,460 Lowest | 1,580 ₹34,191.2 | 1,835 ₹39,709.4 |
| 4.00 | 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 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. | 78.94 | Cum | 139 ₹10,972.66 Lowest | 140 ₹11,051.6 | 158 ₹12,472.52 |
| 5.00 | 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. | 59.21 | Cum | 154 ₹9,118.34 Lowest | 155 ₹9,177.55 | 175 ₹10,361.75 |
| 6.00 | 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) | 69 | Sqm | 230 ₹15,870 Lowest | 240 ₹16,560 | 276 ₹19,044 |
| 7.00 | P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 7.44 | Cum | 5,338 ₹39,714.72 Lowest | 6,060 ₹45,086.4 | 6,066 ₹45,131.04 |
| 8.00 | P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 3.58 | Cum | 6,174 ₹22,102.92 Lowest | 7,000 ₹25,060 | 7,016 ₹25,117.28 |
| 9.00 | P/L cement concrete - all works upto plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 16.71 | Cum | 5,108 ₹85,354.68 Lowest | 5,500 ₹91,905 | 5,805 ₹97,001.55 |
| 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). | 8.99 | Sqm | 389 ₹3,497.11 Lowest | 440 ₹3,955.6 | 441 ₹3,964.59 |
Tender Value
₹4.9 Cr
EMD Value
₹9.7 L
Closing Date
13 May 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF LIBRARY ON FIRST FLOOR OF WORKSHOP AT VEER MADHO SINGH BHANDARI, UTTARAKHAND TECHNICAL UNIVERSITY, DEHRADUN UTTARAKHAND
2026_MDPEY_94059_1
1259/Nivida(Garh)Rishikesh/18 Dt. 06/04/2026
Open Tender
Civil Works
Item Rate
365 days
DEHRADUN UTTARAKHAND
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM,Const.Unit, UKPJN, Rishikesh
₹9.7 L
Dehradun
18 Jun 2026
9 Apr 2026
14 May 2026
9 Apr 2026
13 May 2026
17 Apr 2026
10 Apr 2026 - 15 Apr 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | - | Cum | - | - |
| 3 | 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 | - | - |
| 4 | 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 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. | - | Cum | - | - |
| 5 | 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 | - | - |
| 6 | 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) | - | Sqm | - | - |
| 7 | P/L cement concrete - all works upto plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 8 | P/L cement concrete - all works upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
| 9 | P/L cement concrete - all works upto plinth level : 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | Cum | - | - |
| 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). | - | Sqm | - | - |
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