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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 CrAccepted-AOC 26 NETAJI STREET DEHRADUN UTTARAKHAND | ₹8.7 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹8.8 Cr+₹14.4 L (1.66%)Rejected-Finance | ₹8.8 Cr+₹14.4 L (1.66%) | L2 | Rejected-Finance Highest Rate Quoted by bidder |
| 3 | Not Admitted-Fee/PreQual/Technical LAKSHMI NAGAR BASTI WARD NO 03 211 GUYARATIAN JASPUR KHURD KASHIPUR DISTRICT UDHAM SINGH NAGAR | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | - | - | Not Admitted-Fee/PreQual/Technical Others-The online tender fee and EMD have not been submitted online by the bidder till the prescribed date |
| 4 | Not Admitted-Fee/PreQual/Technical 31 JANKI NAGAR KOTDWAR PAURI GARHWAL | KOTDWAR | PAURI GARHWAL | UTTARAKHAND | - | - | Not Admitted-Fee/PreQual/Technical Others-Due to not submitting tender cost and EMD in required format. |
| Sl No | Description | Qty | Unit | AGARWAL INFRASTRUCTURE L2 | Arihant Constructions 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 | 1,800 | Cum. | 300 ₹5,40,000 Lowest | 310 ₹5,58,000 |
| 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 | 300 ₹7,500 Lowest | 300 ₹7,500 Lowest |
| 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 | 400 | Cum. | 100 ₹40,000 Lowest | 100 ₹40,000 Lowest |
| 4.00 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 550 | Cum. | 200 ₹1,10,000 | 100 ₹55,000 Lowest |
| 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. | 1,300 | Cum. | 250 ₹3,25,000 | 220 ₹2,86,000 Lowest |
| 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 | 1,500 | Sqm | 100 ₹1,50,000 | 80 ₹1,20,000 Lowest |
| 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. | 500 | Sqm. | 600 ₹3,00,000 Lowest | 600 ₹3,00,000 Lowest |
| 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) | 120 | Cum. | 6,200 ₹7,44,000 Lowest | 6,200 ₹7,44,000 Lowest |
| 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). | 135 | Sqm. | 350 ₹47,250 | 330 ₹44,550 Lowest |
| 10.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 20 | Cum | 7,200 ₹1,44,000 | 7,000 ₹1,40,000 Lowest |
Tender Value
₹8.7 Cr
EMD Value
₹17.4 L
Closing Date
18 Nov 2025, 5:00 pmClosed
General Manager
Office of Chief General Manager, Construction Wing, Uttarakhand Peyjal Nigam, Kamla Nagar(Opp. ONGC Hospital), Dehradun
Construction of Academic Building and Repair, Maintenance of Existing Building at Gov. Polytechnic Satpuli, dist-Pauri Garhwal
2025_MDPEY_86731_2
3538/Nivida(Garh)Pauri/56 Dt.28/08/2025
Open Tender
Civil Works
Item Rate
365 days
Satpuli, dist-Pauri Garhwal
Please refer tender document
3 documents required · 3 mandatory
₹11,800
PM,Temp.Const.Unit, UKPJN, Pauri
₹17.4 L
Dehradun
10 Mar 2026
4 Nov 2025
19 Nov 2025
4 Nov 2025
18 Nov 2025
12 Nov 2025
4 Nov 2025 - 10 Nov 2025
11 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 1,800 | Cum. | - | - |
| 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 lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 25 | Cum | - | - |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.: All kinds of soil | 400 | Cum. | - | - |
| 4 | Carriage of material by Mechanical Transport including loading,unloading and stacking of lead 15 Km. | 550 | 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. | 1,300 | Cum. | - | - |
| 6 | 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 | 1,500 | Sqm | - | - |
| 7 | 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. | 500 | Sqm. | - | - |
| 8 | 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) | 120 | Cum. | - | - |
| 9 | 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). | 135 | Sqm. | - | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 20 | Cum | - | - |
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