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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹4.1 Cr+₹72.0 L (21.1%)Accepted-Finance | ₹4.1 Cr+₹72.0 L (21.1%) | L2 | Accepted-Finance Reasonable Rates as per Estimates. |
| 2 | L1₹3.4 CrRejected-Finance 1 513 VIDHYADHAR NAGAR JAIPUR 302039 RAJASTHAN | JAIPUR | RAJASTHAN | 302039 | ₹3.4 Cr | L1 | Rejected-Finance Abnormally low and unbalanced rates. No clarification submitted to TEC even given more than three chances to justify the rates. |
| 3 | L3₹4.2 Cr+₹79.2 L (23.2%)Rejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹4.2 Cr+₹79.2 L (23.2%) | L3 | Rejected-Finance Higher Rates |
| 4 | L4₹4.4 Cr+₹95.1 L (27.8%)Rejected-Finance M S VINOD PRASAD BIJALWAN PROPRIETOR NAGAR PANCHAYAT GAJA TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 248008 | ₹4.4 Cr+₹95.1 L (27.8%) | L4 | Rejected-Finance Higher Rates |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technical Non Responsive |
| Sl No | Description | Qty | Unit | VINOD PRASAD BIJLWAN L4 | daya sankar baluni L3 | M/s Gautam Construction L2 | LNA INFRAPROJECTS PVT LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00Mahadev Temple | |||||||
| 2.00TEMPLE BELL PAVILION | |||||||
| 3.00 | 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 | 3.21 | Cum | 172.17 ₹552.67 | 170 ₹545.7 Lowest | 180 ₹577.8 | 700 ₹2,247 |
| 4.00 | 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. Ordinary rock | 3.21 | Cum | 483.93 ₹1,553.42 Lowest | 489 ₹1,569.69 | 500 ₹1,605 | 700 ₹2,247 |
| 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. | 5.72 | Cum | 190.12 ₹1,087.49 | 188.16 ₹1,076.28 Lowest | 195 ₹1,115.4 | 700 ₹4,004 |
| 6.00 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 0.55 | Cum | 1,492.1 ₹820.66 | 1,475.88 ₹811.73 Lowest | 1,530 ₹841.5 | 2,000 ₹1,100 |
| 7.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.71 | Cum | 7,075.85 ₹5,023.85 | 7,002.1 ₹4,971.49 Lowest | 7,290 ₹5,175.9 | 8,800 ₹6,248 |
| 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.55 | Cum | 7,642.14 ₹4,203.18 Lowest | 9,122.82 ₹5,017.55 | 7,880 ₹4,334 | 9,200 ₹5,060 |
| 9.00 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | 1.23 | Sqm | 492.75 ₹606.08 Lowest | 10,697.68 ₹13,158.15 | 495 ₹608.85 | 1,500 ₹1,845 |
| 10.00 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | 23.43 | Cum | 6,106.29 ₹1,43,070.37 Lowest | 7,014.84 ₹1,64,357.7 | 6,250 ₹1,46,437.5 | 9,000 ₹2,10,870 |
Tender Value
Refer Docs
EMD Value
₹9 L
Closing Date
16 May 2026, 3:00 pmClosed
Project Director, SICRTD
SICRTD, Uttarakhand Tourism Development Board, Pt. Deendayal Upadhyay Paryatan Bhawan, Near ONGC Helipad Garhi Cantt, Dehradun -248003
1.) Upgradation of Mahadev temple at Sandana and 2.) Upgradation of Madan Negi Temple at Madan Negi
2026_UTADB_94117_1
1195/SICRTD/2026 dated 09/04/2026
Open Tender
Civil Works - Others
Item Rate
Tehri
As per RFP
3 documents required · 3 mandatory
₹11,800
Project Director, SICRTD
₹9 L
Dehradun
13 Aug 2026
10 Apr 2026
16 May 2026
10 Apr 2026
16 May 2026
8 May 2026
28 Apr 2026 - 30 Apr 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Mahadev Temple | - | - | - | - |
| - | TEMPLE BELL PAVILION | - | - | - | - |
| - | 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 | - | Cum | - | - |
| - | 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. Ordinary rock | - | Cum | - | - |
| - | 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 | - | - |
| - | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | - | Cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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) | - | Cum | - | - |
| - | 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) | - | Cum | - | - |
| - | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | - | Sqm | - | - |
| - | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand). | - | Cum | - | - |
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