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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.6 LAccepted-Finance GEETA DEVI | ₹8.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.8 LRejected-Finance | ₹8.8 L | L2 | Rejected-Finance L2 |
| 3 | L3₹8.8 LRejected-Finance HIMACHAL PRADESH HP | KANGRA | HIMACHAL PRADESH | 176204 | ₹8.8 L | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
₹10.0 L
EMD Value
₹9,987
Closing Date
20 Apr 2026, 11:00 amClosed
Sr.Executiv Engineer
O/o Sr.Executiv Engineer
Tender for construction of Retaining wall/Site development for Proposed six pole structure at Talyahar under ESD-II, HPSEBL Mandi. Ts 291/25-26MED/M-II-25/26-27
2026_HPSEB_133930_1
MED/M-II-25/2026-27
Open Tender
Supply and Erection
O/o Sr.Executiv Engineer
Please refer Tender documents.
5 documents required · 5 mandatory
₹590
₹9,987
6 Jun 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 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 |
|---|---|---|---|---|---|
| 1Civil work | |||||
| 1.01 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - |
| 1.02 | 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 | Cum | - | - |
| 1.03 | 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:1:5:10 (1 cement : 5 coarse sand) : 10 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| 1.04 | 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. | - | Sqm | - | - |
| 1.05 | 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). | 1 | Cum | - | - |
| 1.06 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.75 mm diameter | - | Metres | - | - |
| 1.07 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per
direction of Engineer-in-charge. | - | Cum | - | - |
| 1.08 | 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) : 6 graded stone aggregate 20 mm nominal size) | - | Cum | - | - |
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BOQ_198012.xls
BOQ • 0.28 MB
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