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Tender Value
₹64.8 L
EMD Value
₹1.3 L
Closing Date
9 Oct 2026, 3:00 pm2d left
EE, CD-III, APWD, P/PUR
O/o EE, CD-III, APWD, P/PUR
Improvement of rural road near Anganwadi Centre to Baradkanta House New Manglutan 550mtr length
2026_APWD_24985_1
NIT No. 13/EE/CD-III/2026-27
Open Tender
Civil Works - Roads
Works
180 days
Manglutan
Please refer Tender documents.
11 documents required · 11 mandatory
₹0
₹1.3 L
1 Oct 2026
1 Oct 2026
9 Oct 2026
2 Oct 2026
9 Oct 2026
2 Oct 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 | GST % |
|---|---|---|---|---|---|---|
| 1Improvement of rural road near Anganwadi Centre to Baradkanta House (New Manglutan) 550mtr length. | ||||||
| 2Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications : | ||||||
| 2.1 | On bituminous surface @ 0.50 Kg / sqm | 1,857.24 | sqm | 89.95 | ₹1,67,058.74 | - |
| 3Providing and laying bituminous macadam using crushed stoneaggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers as per specifications to achieve the desiredcompaction and density, complete as per specificatons and directionsof Engineer-in-Charge. | ||||||
| 3.1 | 50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Batch Type Hot Mix Plant of 100-120TPH capacity. | 193.76 | cum | 16,674.75 | ₹32,30,899.56 | - |
| 4Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminousbinder and filler, transporting the hot mix to work site by tippers,laying with paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compaction and densityas per specification, complete and as per directions of Engineer-in-Charge. | ||||||
| 4.1 | 25 mm compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and cement filler @ 2% (percentage by weight of Aggregate) preparedin Batch Type Hot Mix Plant of 100-120 TPH capacity. | 1,857.24 | sqm | 565.45 | ₹10,50,176.36 | - |
| 5 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materialby fully/ semi automatic thermoplastic paint applicator machine fittedwith profile shoe, glass beads dispenser, propane tank heater andprofile shoe heater, driven by experienced operator on road surfaceincluding cost of material, labour, T&P, cleaning the road surface ofall dirt, seals, oil, grease and foreign material etc. complete as perdirection of Engineer-in-charge and accordance with applicablespecifications. | 112.14 | sqm | 645.4 | ₹72,375.16 | - |
| 6Construction of cement concrete drain (150.00 mtr) | ||||||
| 7Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | ||||||
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