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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC 31 JANKI NAGAR KOTDWAR PAURI GARHWAL | KOTDWAR | PAURI GARHWAL | UTTARAKHAND | ₹3.4 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹3.4 Cr+₹1.7 L (0.50%)Rejected-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹3.4 Cr+₹1.7 L (0.50%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Rejected-Technical 825 GANDHI CHOWK RANIKHET 263645 DISTRICT ALMORA | RANIKHET | ALMORA | UTTARAKHAND | 263645 | - | - | Rejected-Technical Not Technically Qualified |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Technically Qualified |
| Sl No | Description | Qty | Unit | goyal and sons L2 | rajesh goel thekedar L1 |
|---|---|---|---|---|---|
| 1.00 | CARRIAGE OF MATERIALS Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 5KM) | 17.1 | cum | 290 ₹4,959 Lowest | 290 ₹4,959 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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 83 | cum | 158 ₹13,114 | 150 ₹12,450 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. | 65.9 | cum | 174 ₹11,466.6 | 170 ₹11,203 Lowest |
| 4.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2.63 | cum | 1,891 ₹4,973.33 | 1,890 ₹4,970.7 Lowest |
| 5.00 | Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 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. | 30.25 | sqm | 276 ₹8,349 | 50 ₹1,512.5 Lowest |
| 6.00 | 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.27 | cum | 7,016 ₹15,926.32 | 7,000 ₹15,890 Lowest |
| 7.00 | 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) | 6.55 | cum | 6,066 ₹39,732.3 | 6,000 ₹39,300 Lowest |
| 8.00 | 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. | 20.7 | sqm | 667 ₹13,806.9 | 660 ₹13,662 Lowest |
| 9.00 | Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | 23.2 | sqm | 349 ₹8,096.8 | 340 ₹7,888 Lowest |
| 10.00 | Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roots, landings, balcnies and access platform. | 30 | sqm | 825 ₹24,750 Lowest | 825 ₹24,750 Lowest |
Tender Value
₹3.4 Cr
EMD Value
₹6.9 L
Closing Date
21 Apr 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
RENOVATION WORKS AT UTTARAKHAND BHAWAN, LUCKNOW, UTTAR PRADESH
2026_MDPEY_93652_1
1178/Nivida(Garh)D.Dun/24 Dt 27/03/2026
Open Tender
Civil Works
Item Rate
180 days
LUCKNOW, UTTAR PRADESH
Please refer tender document
3 documents required · 3 mandatory
₹5,900
PM, Const.Unit, UKPJN, Dehradun
₹6.9 L
Dehradun
5 Sept 2026
28 Mar 2026
22 Apr 2026
28 Mar 2026
21 Apr 2026
7 Apr 2026
31 Mar 2026 - 3 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CARRIAGE OF MATERIALS Carriage of good earth by mechanical transport including loading, unloading and stacking (upto 5KM) | |||||
| 2Earth 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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | |||||
| 3Filling 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. | |||||
| 4Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 5Diluting and injecting chemical emulsion for pre-constructional anti-termite treatment (excluding the cost of chemical emulsion) : 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. | |||||
| 6Providing 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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 71:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
| 8Making 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. | |||||
| 9Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 10Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roots, landings, balcnies and access platform. | |||||
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