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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-Finance R O VILLAGE NALAG P O PAHAL SUB TEH SUNI DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | ₹4.8 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹4.8 LRejected-Finance | ₹4.8 L | L2 | Rejected-Finance 2nd Lowest |
Tender Value
Refer Docs
EMD Value
₹9,000
Closing Date
4 Apr 2026, 10:00 amClosed
Executive Engineer kasumpti Division HPPWD Shimla3
Executive Engineer kasumpti Division HPPWD Shimla3
C/O Retaining wall with Type - IV -22 to 27 at Rd 0/006 to 0/016.50 under Melhi section
2026_PWD_132569_4
SD-I-CTR-Tender-2025- 27762 dt 24-03-2026
Open Tender
Civil Works
30 days
Shimla
AS per SBD
12 documents required · 12 mandatory
₹350
₹9,000
1 May 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 |
|---|---|---|---|---|---|
| 1Cutting in earth work in by mechanical means ( Hydraulic excavator ) in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is 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 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 the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost). Any loss to the public and private propriety, human being, machinery 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. | |||||
| 2 | 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 | - | - |
| 3Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. (i)1:5:10 (One cement : five coarse sand) : ten graded stone aggregate 40 mm (Forty milimetre) nominal size) | |||||
| 4Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) Nominal mix 1:3:6 (one cement : three sand:six graded stone agg. 20mm (twenty milimeter). | |||||
| 5Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(One hundred milimetre) 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 including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. | |||||
| 6 | 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 | - | - |
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level including carriage of materials in all leads and lifts as per directions of the Engineer-in-charge. (i) Mild steel and Medium Tensile steel bars | |||||
| 8Disposal of excavated earth work by debris material upto site on approved dumping siteapproved by M.C. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | |||||
| 9Stone soling properly hand packed filling interstices with Kharanja stone and including watering and ramming consolidating with hand durmet complete under floor to the requisite gradient and camber including spreading watering and rolling of binding materials complete as per HP PWD specification 100mm spread thickness (finished work including materials and labour) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. | |||||
| 10 | Providing and laying Square rubble masonary with hard stone superstructure above plinth level and up to five level including leveling up with cement concrete 1:6:12 ( 1 cement 6 sand 12 graded stone aggregate 20 mm nominal size at windows sill ceiling level and the like, | 1 | Per Cubic Metre | - | - |
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