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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance NEAR SBI TAKULA ROAD DISTT BAGESHWAR | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.0 Cr+₹4.1 L (1.39%)Admitted-Finance PADAM PUR COLONY LINK ROAD PITHORAGARH UTTARAKHAND | ₹3.0 Cr+₹4.1 L (1.39%) | L2 | Admitted-Finance |
| 3 | L3₹3.0 Cr+₹10.3 L (3.54%)Admitted-Finance 5 A WEST REST CAMP DEHRADUN | ₹3.0 Cr+₹10.3 L (3.54%) | L3 | Admitted-Finance |
| 4 | L4₹3.1 Cr+₹14.7 L (5.04%)Admitted-Finance NEAR PWD CAMPUS LOHAGHAT DISTRICT CHAMPAWAT UTTARAKHAND | DEHRADUN | CHAMPAWAT | UTTARAKHAND | ₹3.1 Cr+₹14.7 L (5.04%) | L4 | Admitted-Finance |
| 5 | L5₹3.1 Cr+₹19.6 L (6.70%)Admitted-Finance | ₹3.1 Cr+₹19.6 L (6.70%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MS DALIP SINGH ADHIKARI L6 | K M Engineering and Construction L2 | M/S DOON INFRASTRUCTURE L3 | Laxmi Datt Binwal L4 | M/s Amit Joshi L10 | BISHT CONSTRUCITON L11 | M/s Shri Infra L12 | GDS INFRASTRUCTURE L9 | PARIHAR CONSTRUCTION L1 | Nippon Signagae India Pvt Ltd L8 | M/s Agarwal Brothers L5 | Satish Chandra Pandey L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.01 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 134.4 | Cum | 360.02 ₹48,386.69 | 407 ₹54,700.8 | 100 ₹13,440 Lowest | 150 ₹20,160 | 368.34 ₹49,504.9 | 350 ₹47,040 | 382 ₹51,340.8 | 391.75 ₹52,651.2 | 1,500 ₹2,01,600 | 376 ₹50,534.4 | 200 ₹26,880 | 385.7 ₹51,838.08 |
| 1.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | 134.4 | Cum | 5,786.97 ₹7,77,768.77 | 3,408 ₹4,58,035.2 | 3,000 ₹4,03,200 | 1,510 ₹2,02,944 Lowest | 5,641.57 ₹7,58,227.01 | 6,300 ₹8,46,720 | 6,628 ₹8,90,803.2 | 6,125 ₹8,23,200 | 4,000 ₹5,37,600 | 6,000 ₹8,06,400 | 5,800 ₹7,79,520 | 5,204.41 ₹6,99,472.7 |
| 1.03 | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | 9,050 | Rmt | 3,378.21 ₹3,05,72,800.5 | 3,220 ₹2,91,41,000 | 3,300 ₹2,98,65,000 | 3,370 ₹3,04,98,500 | 3,734.24 ₹3,37,94,872 | 3,741 ₹3,38,56,050 | 3,871 ₹3,50,32,550 | 3,695.15 ₹3,34,41,107.5 | 3,150 ₹2,85,07,500 Lowest | 3,500 ₹3,16,75,000 | 3,359 ₹3,03,98,950 | 3,447 ₹3,11,95,350 |
Tender Value
Refer Docs
EMD Value
₹7.4 L
Closing Date
10 Feb 2025, 1:00 pmClosed
SE 3rd Circle PWD Pithoragarh
SE 3rd Circle PWD Pithoragarh
Installation of crash from Km 36 to 50 of Sukhidhang-Dhura-Reethasahib Motorway (SH-109) in Tanakpur area of district Champawat under Road Safety.
2025_pwd_79438_2
180/208C(Yata-D)-03/2025 Dated 09-01-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Champawat
As per bid documents
3 documents required · 3 mandatory
₹5,900
EE PD PWD Champawat
₹7.4 L
SE 3rd Circle PWD Pithoragarh
28 Feb 2025
13 Jan 2025
10 Feb 2025
14 Jan 2025
10 Feb 2025
15 Jan 2025
27 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in - charge | 134.4 | Cum | 423.5 | ₹56,918.4 |
| 1.02 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix (1:2.5:5) | 134.4 | Cum | 6,807.4 | ₹9,14,914.56 |
| 1.03 | Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 ( if Concrete Required for Vertical post Fixing will be paid extra) | 9,050 | Rmt | 3,973.9 | ₹3,59,63,795 |
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