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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical HIMACHAL PRADESH HP | MANDI | HIMACHAL PRADESH | 175014 | Accepted-Technical ok |
| 2 | Accepted-Technical HPSEBL THALOUT | Accepted-Technical ok |
| 3 | Rejected-Technical | Rejected-Technical no |
Tender Value
Refer Docs
EMD Value
₹30,700
Closing Date
4 Apr 2026, 10:00 amClosed
Executive Engineer kasumpti Division HPPWD Shimla3
Executive Engineer kasumpti Division HPPWD Shimla3
Construction of 2Nos. 6mtrs. Span Slab Culvert
2026_PWD_132569_2
SD-I-CTR-Tender-2025- 27762 dt 24-03-2026
Open Tender
Civil Works
Percentage
30 days
Shimla
As per SBD
12 documents required · 12 mandatory
₹500
₹30,700
18 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
4 Apr 2026
27 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. Hard Roack blasting prohibited and their intermediate classification of soils including, dewatering wherever required, setting of to the required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site, according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) including payment of prescribed charges of dumping to the owner of dumping site as per satisfaction of Engineer-in-Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour (if required).All useful material such as stones, shingles aggregate and slates shall be properly stacked at site to the maximum possible extent in all leads and lifts through all modes of transportation the usefull stones as per the direction of the Engineer-in-Charge. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. | 1 | Per Cubic Metre | - | - |
| 2Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Cement Mortar 1:5:10 (One cement: Five sand: Ten graded stone agg.40mm nominal size). | |||||
| 3Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) Cement Mortar 1:3:6(one cement:Three sand:Six graded stone aggregate 20mm(Twenty milimetre) nominal size). | |||||
| 4Providing and laying in position cement concrete of specified grade including the cost of centering and Shuttering All work up to plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 1:2:4 (One cement :Two coarse sand): four graded stone aggregate 20mm (Twenty milimeter) nominal size). | |||||
| 5 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) M 25 Cement Mortar 1:1:5:3(One cement:One point Five sand:Three graded stone aggregate 20mm(Twenty milimetre) nominal size). | 1 | Per Cubic Metre | - | - |
| 6 | Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802,803,1202 and 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(a) M 30Cement Mortar 1:1:5:3(One cement:One point Five sand:Three graded stone aggregate 20mm(Twenty milimetre) nominal size). | 1 | Per Cubic Metre | - | - |
| 7Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | |||||
| 8Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawing and technical specification clauses 1002, 1005, 1010 & 1202 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | |||||
| 9 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification clause 1204.3.8 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a) Granular material. | 1 | Per Cubic Metre | - | - |
| 10Construction of R.C.C railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to esceed 1 in 500, centre to centre spacing between vertical posts not to exceed 2000 mm as per drawings and technical specifications clauses 800,900 and 1208.3 as per direction of Engineer-in-Charge | |||||
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