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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 CrAdmitted-Finance | ₹4.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.4 CrAdmitted-Finance 09 DADU BAGH MARKET KANKHAL HARIDWAR JV M S REVAN SINGH BISHT VILLAGE BHANAULI POST HATT GAON TEHRI GARHWAL | HARIDWAR | HARIDWAR | UTTARAKHAND | ₹5.4 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | goyal and sons L2 | rajesh goel thekedar L1 |
|---|---|---|---|---|---|
| 1.00 | 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-in-charge. All kinds of soil | 1,000 | Cum. | 200 ₹2 L | 180 ₹1.8 L |
| 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-in-charge. All kinds of soil | 25 | Cum. | 294 ₹7,350 | 180 ₹4,500 |
| 3.00 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 240 | Cum. | 143 ₹34,320 | 50 ₹12,000 |
| 4.00 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 380 | Cum. | 606 ₹2.3 L | 400 ₹1.5 L |
| 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. | 830 | Cum. | 221 ₹1.8 L | 50 ₹41,500 |
| 6.00 | 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 | 1,100 | Sqm | 350 ₹3.9 L | 50 ₹55,000 |
| 7.00 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. | 85 | Sqm. | 846 ₹71,910 | 600 ₹51,000 |
| 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 (zone-III) : 8 graded stone aggregate 40 mm nominal size) | 125 | Cum. | 7,695 ₹9.6 L | 7,695 ₹9.6 L |
| 9.00 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | 90 | Sqm. | 464 ₹41,760 | 450 ₹40,500 |
| 10.00 | 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 of concrete.: All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 330 | Cum. | 10,737 ₹35.4 L | 10,730 ₹35.4 L |
Tender Value
₹5.4 Cr
EMD Value
₹10.8 L
Closing Date
15 Apr 2026, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
CONSTRUCTION OF TYPE-III, 12 NOS RESIDENCE AT AGRICULTURE UNIVERSITY, BHARSAR,THALISEN, PAURI, UTTARKHAND
2026_MDPEY_93540_1
1093/Nivida(Garh)Pauri/03 Dt.23/03/2026
Open Tender
Civil Works
365 days
BHARSAR, THALISEN, PAURI, UTTARKHAND
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Temp.Const.Unit, UKPJN, Pauri
₹10.8 L
Dehradun
27 Apr 2026
25 Mar 2026
16 Apr 2026
25 Mar 2026
15 Apr 2026
2 Apr 2026
26 Mar 2026 - 31 Mar 2026
1 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth 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-in-charge. All kinds of soil | |||||
| 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-in-charge. All kinds of soil | |||||
| 3Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | |||||
| 4Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | |||||
| 5Filling 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. | |||||
| 6Treatment 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 | |||||
| 7Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) 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. | |||||
| 8Providing 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) : 8 graded stone aggregate 40 mm nominal size) | |||||
| 9Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). | |||||
| 10Providing 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 of concrete.: All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | |||||
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