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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.5 LAccepted-Finance R O VILLAGE MURAL P O BARTHATA TEHSIL JUBBAL DISTT SHIMLA H P | ₹29.5 L | L1 | Accepted-Finance OK |
| 2 | L2₹30.1 LRejected-Finance VILLAGE P O BARIN MANDIR TEHSIL TOUNI DEVI DISTT HAMIRPUR H P | ₹30.1 L | L2 | Rejected-Finance OK |
Tender Value
₹29.5 L
EMD Value
₹59,050
Closing Date
24 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD JUBBAL
SH C/O R/wall at Rd 0/214 to 0/222.30, 0/865 to 0/870.50 and 1/690 to 1/700, B/wall at Rd 0/180 to 0/195, 1/525 to 1/550,2/140 to 2/160,1/435 to 1/455, 3/840 to 3/860,2/330 to 2/350 and B/wall on link road to Village Mural at Rd 0/780 to 0/795
2026_PWD_134631_1
182-85,17.04.2026
Open Tender
Civil Works
Battar
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,000
₹59,050
23 Jun 2026
19 Apr 2026
25 Apr 2026
19 Apr 2026
24 Apr 2026
19 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 |
|---|---|---|---|---|---|
| 1 | 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. | - | Per Cubic metre | - | - |
| 2 | 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 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | - | Per Cubic metre | - | - |
| 3 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203.(1:6:12) | - | Per cubic metre | - | - |
| 4 | Random rubble masonrystone masonry(un-coursed/brought to courses)with hard stone of approved quality in foundation in cement mortar 1:6(1cement:6sand) complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.including all leads and lifts, or as per HPPWD,. Specification of 1990 Volume-I, asdirected by the Engineer-In-Charge. | - | Per cubic metre | - | - |
| 5 | 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 | - | Per cubic metre | - | - |
| 6 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 including all leads and lifts as per HPPWD, specification of 1990 volume-I as directed by the Engineer-In-Charge | - | Per cubic metre | - | - |
| 7 | 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 | - | Each | - | - |
| 8 | Backfilling with Granular material behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-In-Charge | - | Per cubic metre | - | - |
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