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Tender ID
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
31 Mar 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction/Upgradation of Satranji Maidan Chattisinghpora Degree College Road
2026_PWDJK_305696_2
ENIT122DivisionVailoo25-26
Open Tender
Civil Works
Percentage
1095 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
office of the ExEn Div Vailoo
₹3.9 L
9 Mar 2026
9 Mar 2026
1 Apr 2026
9 Mar 2026
31 Mar 2026
9 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 | Felling/cutting of trees. Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30cm girth upto and including 60cm girth. | 120 | No. | 332.31 | ₹39,877.32 |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60cm girth upto and including 120cm girth. | 52 | No. | 1,475.48 | ₹76,724.86 |
| 3 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 120cm girth upto and including 240cm girth. | 17 | No. | 6,834.45 | ₹1,16,185.67 |
| 4 | Surface dressing Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.5m in - All kinds of soil. | 2,100 | Sqm | 21.15 | ₹44,406.6 |
| 5 | Providing and laying Nalla muck/RBM Supplying and filling of RBM of specified grade and size including watering, dressing, and ramming with PRR 8 to 10 ton capacity with all carriages, loadig/unloading complete. | 573.75 | cum | 847.46 | ₹4,86,229.03 |
| 6 | Providing and laying of WBM Grade-II Laying Water bound maccadam with specified stone agg. Stone screening and binding material incl. secreanings, sorting, spreading to template and consolidation with PRR 8-10 ton capacity incl. Supplying and stacking of stone screenings, chippings at site Incl. c/o carriage. (13.2mm nominal size) Supplying and stacking of moorum (stone dust) at site excl c/o carriage. 63-45mm crushed stone aggregate | 210 | cum | 2,542.37 | ₹5,33,898.33 |
| 7 | Providing and Laying Khak Bajri filling in berms. Supplying and Proving of Khak Bajri Filling/GSB in berms including dressing, watering and consolidation with PRR including all carriages complete. | 288 | Cum | 847.46 | ₹2,44,067.9 |
| 8 | providing/laying of Wet Mix Macadam. Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications & directions of Engineer-In-Charge( i/c carraige)(75mm thick) | 197.38 | Cum | 1,653.4 | ₹3,26,348.68 |
| 9 | providing/laying of 50mm thick Bitumenous Macdam. Providing and applying tack coat using bitumen emulsion conforming to
IS: 8887, using emulsion pressure distributer including preparing the
surface and cleaning with mechanical broom On W.B.M. /W.M.M. @ 0.4 Kg/sqm | 4,511 | sqm | 27.7 | ₹1,24,968.23 |
| 10 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 225.57 | Cum | 7,531.64 | ₹16,98,912.49 |
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