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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC OK |
| 2 | L2₹5.2 L+₹19,747 (3.92%)Rejected-Finance | ₹5.2 L+₹19,747 (3.92%) | L2 | Rejected-Finance ok |
Tender Value
₹4.9 L
EMD Value
₹9,900
Closing Date
3 Aug 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
HPPWD Jubbal
SH C/O Unlined Drain at Various RDs ,Removal of slip at Various RDs and Providing and laying Kharanja Stone Soling at Various Slushy reaches between Km 0/00 to 11/960
2026_PWD_140111_13
4883-86, Dated 25.07.2026
Open Tender
Civil Works
Percentage
Jubbal
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
₹9,900
18 Aug 2026
28 Jul 2026
4 Aug 2026
28 Jul 2026
3 Aug 2026
28 Jul 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 |
|---|---|---|---|---|---|
| 1 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines graders levels and dimensions.excavated material to be used in embakment with a lift upto 3 m and lead of 50 m ( average lead 25 m) including all leads and lifts as per technical specification directed by the Engineer-In-Charge | 2,860 | Per Running metre | 60 | ₹1,71,600 |
| 2 | Maintenance of Earthen shoulder (filling with fresh selected soil) -: Making uploss of material /irregularties on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipement at OMC upto a lead of 1000 mas per technical specification Clause 1903. | 2,860 | Per Square metre | 45 | ₹1,28,700 |
| 3 | Removal of land slide in hillyarea in ordinary rock not requiring blasting by mechenical means i/c cutting and trimming of slops and disposal of cut material within lift upto 1.5m and lead upto 1000m as per HPPWD,technical specification 302.3.5 and 1611 including all leads and lifts as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge | 780 | Per cubic metre | 137.95 | ₹1,07,601 |
| 4 | Excavation for Road way in soil using mannual means for carring of cut earth to embankments site with a lift 1.5 mtr and lead up to 50 mtras per technical specification clause 302.3. including carriage of materials with in all leads and lifts as per directions of Engineer in Charge. | 22.28 | Per cubic metre | 170 | ₹3,787.6 |
| 5 | Stone soling properly hand-packed filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of materials with in all leads and lifts as per directions of Engineer in Charge. | 34.16 | Per cubic metre | 2,400 | ₹81,984 |
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BOQ_207777.xls
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sbd.pdf
Tender Documents • 2.61 MB
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