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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance l1 |
| 2 | L2₹3.1 LRejected-Finance | ₹3.1 L | L2 | Rejected-Finance l2 |
Tender Value
₹3.1 L
EMD Value
₹6,300
Closing Date
22 Apr 2026, 6:00 pmClosed
Executive Engineer
HPPWD Division Kotla Behar
C/o U-Shape drain between Km. 2/850 to 3/00
2026_PWD_134324_15
EE Letter No. 129-40 dtd. 10.04.2026
Open Tender
Civil Works - Roads
60 days
Kotla Behar
refer to tender document
12 documents required · 12 mandatory
₹350
₹6,300
22 Jun 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
22 Apr 2026
16 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation, trenches etc. in earth work in all classification of soil such as pick work, jumper work, pick jumper work, blasting work, jumper blasting work, soft and hard blasting and saturated soil, de-watering, including wedging out rocks where blasting work is prohibited, chiseling or any other mixed variety of soil, including shoring, shuttering and pumping out water upto any depth or any quontam of water including slush which may be arise during de-watering removal of slush and stacking the serviceable and un-serviceable material clear from the edge of excavation as direction of Engineer-In-Charge and retuning the stacked soil in 15cm (Fifteen centimeter) layers, when required into plinths, sides of foundation etc; consolidating each deposited layer by ramming, watering and then disposing of all excavated earth as directed by the Engineer-in-Charge, within all leads, lifts of materials and other incidentals as per approved drawing, design and as directed by the Engineer-in-Charge. The rates inclusive of octori, royality, Malkhana, toll taxes, GST and any other taxes imposed by the Government. | - | Per Cubic metre | - | - | Providing and laying cement concrete in retaining walls, return Providing, laying, spreading and compacting stone aggregate size 53mm to 22.4mm ( fifty three millimeter to twenty two point four millimeter) Grading-III [75mm( seventy five millimeters) consolidated thick] to water bound Macadam specification including spreading in uniform thickness using template, hand packing, rolling with three wheel 80-100 K.N. static roller in stages to proper grade and camber, applying and brooming, stone screening type-B of size 11.2mm ( eleven point two milimetres) nominal size at the rate of 0.18cum ( zero point two eighteen cubic metres) per ten square metres and to fill up the interstices of coarse aggregate, watering and compacting to the required density as per M.O.R.D. technical specifications clause No. 405 and as per direction and satisfaction of Engineer-in-Charge. The rates inclusive of octori, royality, Malkhana, toll taxes, GST and any other taxes imposed by the Government. . |
| 2 | Providing and laying cement concrete 1:2:4 (1 cement:2 Sand:4 graded stone aggregate 20mm nominal size) and curing complete mechanically mixed and vibrated including cost of form work in foundation and plinth as per approved specification, drawing and design complete upto floor all level within all leads, lifts of materials and other. incidentals and as per approved drawing, design and as directed by the Engineer-in-Charge.The rate is inclusive, toll taxes, GST and any other taxes imposed by the Government. | - | Per Cubic metre | - | - | - |
| 3 | Providing and laying mechanically mixed and vibrated concrete for plain cement concrete nominal mix 1:3:6 (One cement isto three sand isto six graded crushed stone aggregate 20mm (twenty millimeter) nominal size), on ground or under water for all type of structure, in drain,edge wall and the like etcetera complete including pumping or bailing out water, dewatering (surface/sub soil water)including removal of slush which may arise at time of laying concrete for all heights/depths including cost of form work and curing complete for 14 (fourteen) days as per drawing and MORD Technical specification section 800, 900, 1200 and 1600 as per entire satisfaction and directions of Engineer-in-charge, including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. | - | Per Cubic metre | - | - | Repair to pot holes by removal of loose material, trimming of sides, cleaning of surface, then providing tack coat at the rate of 0.300Kg per square meter road surface with bitumen VG-10 followed 20 mm thick compacted pre-mix carpet using 1.46Kg of bitumen VG-10 and 0.027 cubic meter of crushed stone aggregate of proper grading per square meter of road surface mixed and heated to proper temperature in mix-all 6-10 tonne capacity rolled to desired density with 8-10 tonne weight static road roller followed by seal coat IRC type B using 0.68Kg of bitumen VG-10 and 0.006 cubic meter sand per square meter of road surface duly mixed and heated in mixall to the required temperature and property rolled after laying with 8-10 tonne weight static road roller to the desired density as per technical specification Clause 1904.2, direction of the Engineer-in-Charge. including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, toll tax,GST or any other taxes imposed by the Government. |
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