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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L1 | Accepted-AOC Awraded | |
| 2 | L2₹4.3 L+₹5,179 (1.21%)Rejected-Finance DALHOUSIE HIMACHAL PRADESH | L2 | Rejected-Finance L2 |
Tender Value
₹4.1 L
EMD Value
₹8,300
Closing Date
30 Jan 2026, 6:00 pmClosed
Executive Engineer
HP PWD Division Sarkaghat
Construction of retaining wall in PCC
2026_PWD_126574_1
15466-68
Open Tender
Civil Works - Roads
Percentage
60 days
Sarkaghat
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹8,300
9 Oct 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
30 Jan 2026
24 Jan 2026
Earth work in excavation in for structure as eper drawing and technical specification Clause 305.01 iincluding setting out construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filing with approved material and disposal of all surplus excavated earth up to a lead of 50 Metre in specified site and as per the direction of Engineer-in-charge complete.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size) with in all lead and lift and as per the direction of Engineer-in-charge
Stone soling propenly hand packed filling interstices with spalls and consolidating with power road rollar to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification, 100mm (one hundred milimetre) spread thickness (finished work including materials and labour) Including carriage of materials within all leads and lifts and other incidentals.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:16:3 (one Cement: one point five coarse sand: three graded stone aggregate) 20 mm (twenty millimetre) nominal size within all lead and lift and asper the direction of Engineer-in-charge.
Providing weep holes in brick masonry/Stone masonry/plain/reinforced concrete in retaining walls, breast walls and the like with 100mm (One hundred) dia PVC pipe extending through the full width of the structure with slope of 1 vertical: 20 horizontal towards drawing face complete as per drawing and technical specification clauses 614,709,1204.3.7 in all leads and lifts and carriage of material by all modes of transportation as per the direction of Engineer-in-chrage.
Back filling behind retaining walls, breast walls, abutments, wing walls and return walls complete as per drawing and technical specifications clause 1204.3.8 in all leads and lifts and carriage of materials by all modes of transportation and as per the direction of Engineer-in-Charge.
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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SBD.pdf
Tender Documents • 9.26 MB
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