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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.9 LAccepted-Finance | L-1 | Accepted-Finance 1 | |
| 2 | L-2₹7.1 L+₹20,206 (2.94%)Rejected-Finance VILLAGE SANDHASU P O KHASHDHAR TEHSIL CHIRGAON DISTT SHIMLA H P | L-2 | Rejected-Finance 2 |
Tender Value
₹6.7 L
EMD Value
₹13,470
Closing Date
6 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Dodra Kawar
RR damages to RCD Road km 000 to 92695SH Co BWall in Wire crate at rd 23255 to 23275 Co Rwall in CM 16 at RD 23265 to 23280
2026_PWD_132790_12
6849-6948 dated 24-3-26
Open Tender
Civil Works - Roads
Percentage
120 days
Dodra Kawar
Please refer Tender documents.
10 documents required · 10 mandatory
₹350
₹13,470
28 Jul 2026
30 Mar 2026
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification | |||||
| 2Earthwork 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 lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material available from excavation to be properly stacked and handed over to the department free od cost including all leads and lifts, as per HPPWD, specification of 1990 volume-I or as directed by the Engineer-in-Charge | |||||
| 3Providing 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 | |||||
| 4Providing and concrete 1:6:12 (1 cement:6 sand: 12 graded stone aggregate 40mm nominal size) for plain/reinforced concrete in open foundations complete as per drawing andd technical specification clauses 802,803,1202 and 1203 including all leads and lifts, as per HPPWD, specifications of 1990 volume-I or as directed by the Engineer-In-Charge. | |||||
| 5 | Stone random Rubble Masonary work in Cement mortar 1:6 (1 cement:6 sand) in foundation complete as per drawing and technical specifications Clauses 702,704,1202 & 1203..including carriage of material with in all leads and lifts as per direction of Engineer-In-Charge. | - | Per cum | 5,910 | - |
| 6 | Back filling behind abutment wing wall and returns coplete as per drawing and technical specification including all leads and lifts, as per HPPWD, specification on 1990 volume-I as directed by the Engineer-In-Charge. | 6.3 | Per cum | 1,331.51 | ₹8,388.51 |
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