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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.1 LAdmitted-Finance VILL CHUNI P O BAGAHAR TEHSIL KOTKHAI SHIMLA | L1 | Admitted-Finance | ||
| 2 | L2₹9.3 L+₹19,453.85 (2.14%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹9.9 L+₹81,660.94 (8.99%)Admitted-Finance | L3 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹22,630
Closing Date
7 Oct 2026, 9:00 amClosed
E.E. Shimla Urban DIVISION, HPPWD, Shimla-3
E.E. Shimla Urban DIVISION, HPPWD, Shimla-3
SR to various non residential buildings under Division no.03, Shimla SH Construction of Retaining Wall from RD 0.020.90 to RD 0.031.40 and laying of interlocking pavers in entrance and chequered tiles in the back side at Govt. Model Senior Secondary
2026_PWD_144694_8
SD-III-11413-26dt.25-09-2026
Open Tender
Civil Works - Buildings
Percentage
30 days
Portmore
as per SBD
10 documents required · 10 mandatory
₹500
₹22,630
8 Oct 2026
30 Sept 2026
7 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 | Demolishing random rubble masonry / polygonal rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead as per direction of Engineer-in-charge complete including carriage of material within all leads and lifts. | 60.17 | Per cubic metre. | 1,144 | ₹68,828.76 |
| 2 | Earth work in excavation (cutting) by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth upto all leads and lift , as directed by Engineer-in-charge.All kinds of soil. | 38.68 | Per cubic metre. | 212 | ₹8,199.63 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soils. | 68.61 | Per cubic metre. | 297 | ₹20,377.62 |
| 4 | Stone soling properly hand-packed filling interstices with Kharanja stone under floor specified thickness complete as per HP.PWD specification including carriage of material within all leads and lifts as per direction of Engineer-in-charge. | 29.98 | Per cubic metre. | 1,059 | ₹31,750.94 |
| 5 | Providing 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: 1:3:6 (1 cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size) | 103.82 | Per cubic metre. | 4,661 | ₹4,83,881.71 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40 mm nominal size) complete including carriage of materials within all leads and lifts as per direction of Engineer - in - charge. | 26.01 | Per cubic metre. | 3,686 | ₹95,861.8 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 114.6 | Per Square metre. | 229 | ₹26,243.4 |
| 8 | Back fillling behind abutment, wing wall and return wall complete as per drawing and technical specifications clause 1204.3.8 in Granular materials | 16.54 | Per Cubic metre. | 975 | ₹16,124.06 |
| 9 | Providing weap holes in Brick Masonary/Stone masonary,plain/reinforced concrete abutment,wing wall with 110mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete. | 75.6 | Per running metre. | 127 | ₹9,601.2 |
| 10 | Providing and laying Precast plain chequered tiles hydraulic compressed 22 mm thick laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement mortar 1:6 (1 cement :6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) complete with tiles of medium shades.including carriage of materials within all leads and lifts | 133.65 | Per Square metre. | 890 | ₹1,18,948.5 |
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