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Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
4 Jul 2026, 4:00 pm
XEN PWD REASI
XEN PWD REASI
Macadamization of Reasi Vijaypur road under Cities and Town Plan for the year 2026-27.
2026_PWDJK_312434_6
e-NIT No.18 of 2026-27 Dated 13-06-2026
Open Tender
Civil Works
120 days
Reasi
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
XEN PWD REASI
₹80,000
15 Jun 2026
15 Jun 2026
6 Jul 2026
15 Jun 2026
4 Jul 2026
15 Jun 2026
15 Jun 2026 - 4 Jul 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 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas
(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including
disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by
Engineer-in-Charge. All kinds of soil : | 577 | Cum | 187.3 | ₹1,08,072.1 | BI01010001010000000000000515BI0100001113 |
| 2 | Providing and laying River bed material in berms layers not exceeding 20 cm in depth incld. Rolling, watering, and consolidation with power road roller of 8-10 tonne all leads lifts carriages complete | 391.5 | cum | 500 | ₹1,95,750 | BI01010001010000000000000515BI0100001114 |
| 3 | 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 and directions of Engineer-in-Charge including carriage lift complete job | 195.8 | cum | 1,885.95 | ₹3,69,269.01 | BI01010001010000000000000515BI0100001115 |
| 4 | 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.With medium setting bitumen emulsion
On W.B.M. /W.M.M. @ 0.4 Kg/sqm. | 1,305 | Sqm | 31.6 | ₹41,238 | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and applying tack coat using hot straight run bitumen of
grade – VG-30, including heating the bitumen, spraying the bitumen
with mechanically operated spray unit fitted on bitumen boiler,
cleaning and preparing the existing road surface as per specifications.On bitumen surface @ 0.50 Kg/sqm. | 4,785 | Sqm | 56.1 | ₹2,68,438.5 | BI01010001010000000000000515BI0100001117 |
| 6 | 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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 65.3 | Cum | 8,734.85 | ₹5,70,385.71 | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying OGPC 25 mm thick using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density (Seal Coat if necessary at site) as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity | 4,785 | Sqm | 268.15 | ₹12,83,097.75 | BI01010001010000000000000515BI0100001119 |
| 8 | Providing and applying 2.5mm thick road marking strips (retro-reflective)
of specified shade/colour using hot thermoplastic material by fully/semiautomatic
thermoplastic paint applicator machine fitted with profile shoe,
glass beads dispenser, propane tank heater and profile shoe heater, driven
by experienced operator on road surface including cost of material, labour,
T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign
material etc. complete as per direction of Engineer-in-charge and
accordance with applicable specifications. | 326.25 | each | 638.9 | ₹2,08,441.13 | BI01010001010000000000000515BI0100001120 |
| 9 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-30 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including
rolling and finishing with road all complete | 4,785 | Sqm | 102.85 | ₹4,92,137.25 | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and laying River bed material in berms layers not exceeding 20 cm in depth incld. Rolling, watering, and consolidation with power road roller of 8-10 tonne all leads lifts carriages complete (Strengthening of berms ) | 104.4 | Cum | 500 | ₹52,200 | BI01010001010000000000000515BI0100001122 |
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