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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.0 LAccepted-AOC OFFICE AT CHARRI TEH SHAHPUR DISTT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | L1 | Accepted-AOC Award | |
| 2 | L2₹13.2 L+₹19,585.69 (1.51%)Rejected-Finance VILL P O DARGIA SAKRI TEHSIL DEHRA DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L2 | Rejected-Finance Lowest 2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Document not received as per requirment |
Tender Value
₹13.1 L
EMD Value
₹26,150
Closing Date
20 Apr 2026, 10:00 amClosed
Executive Engineer
EE HP PWD Division Tanda at Nagrota Bagwan
Construction of Spots Complex Maharana Partap School Ward No-2 at Dharamgiri in Tehsil Nagrota Bagwan, Distt. Kangra (H.P.). (MPLAD Head).(SH-Providing and laying cement concrete pavement and floor tiles work etc)
2026_PWD_132828_3
Nagrota 30.03.2026
Open Tender
Civil Works - Roads
Percentage
60 days
Nagrota Bagwan
Please refer Tender documents.
12 documents required · 12 mandatory
₹500
₹26,150
10 Jul 2026
13 Apr 2026
20 Apr 2026
13 Apr 2026
20 Apr 2026
13 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 work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m (One point five metre) in width or 10 sqm (Ten square metre) on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m (One point five metre), including getting out the excavated soil and disposal of surplus excavated soils as directed, within any lead complete as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals. | - | Per cubic metre | - | - |
| 2 | Providing, laying, spreading and compacting stone aggregate of size 53mm to 22.4mm (Fifty three millimeter to Twenty two point four millimeter) Grading-III size [75mm (seventy five millimeters) compacted thickness] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 (eighty-Hundred) K.N. static roller in stages to proper grade and camber applying and brooming, stone screening type-A of size 13.2mm (thirteen point two milimetres) nominal size at the rate of 0.22 cum (zero point Twenty two) cubic metres per 10 sqm (per ten square metres) and binding material at the rate 0.06 cum (zero point zero six cubic metre) to fill up the interstices of coarse aggregate, watering and compacting to the required density as per technical specifications clause No. 405 and as per drawing and HP.PWD technical specifications, as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals. | - | Per cubic metre | - | - |
| 3 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering .Plain cement concrete 1:3:6 (One Cement : Three coarse sand : Ten graded stone aggregate 20 mm (Twenty millimetres) nominal size complete as per drawing and HP.PWD technical specifications and as directed by Engineer-Incharge including carriage of material within all leads, lifts and other incidentals. | - | Per cubic metre | - | - |
| 4 | Providing and laying in position cement concrete of specified grade including the cost of centering and shuttering - All work up to plinth level 1:2:4 (One Cement : Two coarse sand : Four graded stone aggregate 20mm (Twenty millimetres) nominal size complete and as per drawing and HP.PWD technical specifications, as directed by the Engineer-Incharge including carriage of materials within all leads, lifts and other incidentals. | - | Per cubic metre | - | - |
| 5 | Providing and laying 600x600mm (Six hundred into six hundred millimetres) nominal size vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (One cement : Four coarse sand, jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete as directed by the Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. | - | Per square metre | - | - |
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
aoc.pdf
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Tendernotice_1.pdf
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Sbd.pdf
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BOQ_198013.xls
BOQ • 0.37 MB
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