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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.1 LAccepted-AOC C O KRISHNA DEVI D O LATE NARAYAN SHARMA JALLA THALOUT KHAMRADHA MANDI | MANDI | MANDI | HIMACHAL PRADESH | ₹52.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹53.0 LRejected-AOC | ₹53.0 L | L2 | Rejected-AOC L2 |
| 3 | L3₹63.4 LRejected-AOC C O GAURAV CHAUDHARY S O SH MAN SINGH R O V P O RATTI TEH BALH DISTT MANDI H P 175008 | RATTI | MANDI | HIMACHAL PRADESH | 175008 | ₹63.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹1.0 CrRejected-AOC HOUSE NO 51A 4 BHOOJPUR TEHSIL SUNDER NAGAR DISTT MANDI H P | ₹1.0 Cr | L4 | Rejected-AOC L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOT QUALIFIED |
Tender Value
₹91.4 L
EMD Value
₹91,398
Closing Date
9 Apr 2026, 11:00 amClosed
Chief Engineer Generation
Chief Engineer Generation HPSEBL Sundernagar
Restoration of Surge Shaft road by providing retaining wall, Breast Wall and Gabion Structure from RD 1011 mtr to 1104 mtr under 126 MW Larji Power House Civil Maintenance Division HPSEBL Thalout.
2026_HPSEB_132895_1
HPSEBL/CEG/SEC/2025-26-57
Open Tender
Civil Works
Larji Thalout
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹91,398
Sundernagar Mandi HP
21 Apr 2026
31 Mar 2026
9 Apr 2026
31 Mar 2026
9 Apr 2026
31 Mar 2026
7 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Demolishing of damgaed/buldged crate wall provided along the road including stacking of serviceable material and disposal of unserviceable material to dumping site. | 328.13 | cum | - | - | BI01010001010000000000000515BI0100001112 |
| 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. | 1,811.38 | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. | 39.6 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 4 | 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. Hard rock (blasting prohibited) | 127.19 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | Drilling hole of 25 mm dia for fixing of 20 mm bar anchors 1 m deep in rock for PCC wall work as per direction of Engineer- in- charge. | 360 | Rmtr | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | Providing and fixing of 20mm dia bar anchors in 25mm dia already drilled hole 1 m deep full resin grouted anchor as per direction of Engineer- in- charge. | 540 | Rmtr | - | - | BI01010001010000000000000515BI0100001117 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 688.96 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 8 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 482.99 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 9 | 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) : 4 graded stone aggregate 20 mm nominal size) | 77.48 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 10 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing. | 215 | nos | - | - | BI01010001010000000000000515BI0100001121 |
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LarjiSurgeShaftRestorationFinalSBD.pdf
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