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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | L1 | Accepted-Finance OK | |
| 2 | L2₹7.8 L+₹11,285 (1.47%)Rejected-Finance ANDHRA POWER HOUSE DIVISION HPSEBL CHIRGAON 171208 | SHIMLA | HIMACHAL PRADESH | 171208 | L2 | Rejected-Finance OK |
Tender Value
₹7.5 L
EMD Value
₹15,050
Closing Date
7 Oct 2026, 6:00 pmClosed
Executive Engineer
HPPWD JUbbal
SH C/o R/wall at RD 0/350 to 0/370, Kharanja Soling in Slushy reaches at Various Rds
2026_PWD_144388_8
7368-71, Dated 23.09.2026
Open Tender
Civil Works
Percentage
Jubbal
Please refer Tender documents.
9 documents required · 9 mandatory
₹350
₹15,050
15 Oct 2026
30 Sept 2026
8 Oct 2026
30 Sept 2026
7 Oct 2026
30 Sept 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 | 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. | 51 | Per Cum | 170 | ₹8,670 |
| 2 | 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. | 78.2 | Per Cum | 2,500 | ₹1,95,500 |
| 3 | Excavation in soil in Hilly Area in all kind of sand by mechanical/manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto any lead and lift as per Technical Specification Clause 1603.1 and as per HPPWD, specification of 1990 Volume-I, or as directed by the Engineer-In-Charge. | 30.8 | Per Cum | 306 | ₹9,424.8 |
| 4 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a any lead and lift , dressing of sides and bottom and backfilling in trenches with excavated suitable material.useful material available from excavation to be properly stacked and handed over to the department free of cost as per HPPWD, specification of 1990 volume-I | 49.2 | Per Cum | 490 | ₹24,108 |
| 5 | Providing and Laying concrete 1:6:12 for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 and as per HPPWD, specification of 1990 volume-I | 9.8 | Per Cum | 4,600 | ₹45,080 |
| 6 | Stone Random Rubble Masonry work In cement mortar 1:6 (1 cement : 6 sand ) in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. | 31.8 | Per Cum | 4,550 | ₹1,44,690 |
| 7 | Providing and Laying concrete concrete 1:4:8 (1cement: 4 sand: 8 graded stone aggregate 40mm nominal size) in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | 4 | Per Cum | 5,700 | ₹22,800 |
| 8 | Construction of dry rubble masonary for retaining walls, breast walls,revetment walls and parapets etc. for sub-structure and super structure complete as per drawing and technical specification clauses 704.6 & 1302.5 including all leads and lifts, as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge | 79.2 | Per Cum | 3,281 | ₹2,59,855.2 |
| 9 | 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 and technical specification clauses 614, 709, 1204.3.7 | 30 | Per Cum | 450 | ₹13,500 |
| 10 | Backfilling behind abutment, wing wall and return wall with Granular materialcomplete as per drawings & technical specification Clause 1204.3.8 , as per HPPWD, specification of 1990 volume-I | 19.8 | Per Cum | 1,450 | ₹28,710 |
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