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Tender Value
₹73.9 L
EMD Value
₹1.5 L
Closing Date
28 Sept 2026, 1:00 pm6d left
Er.Karan Mittal, Executive Engineer
Engineer, Constn Divn. Sirhind
Repair of Service road of ROB (SH-12A) to Vishwkarma Chownk in MC Sirhind
2026_CEPW_175508_1
14 dated 16.09.2026
Open Tender
Civil Works - Roads
Percentage
120 days
Sirhind
Please refer Tender documents.
23 documents required · 23 mandatory
₹10,000
₹1.5 L
Yes
17 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 2026
28 Sept 2026
17 Sept 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 | Tack coat with Bitumen VG-10
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications | 10,423.88 | Sqm | 44.04 | ₹4,59,067.68 |
| 2 | Providing and laying dense graded bituminous macadam 50mm to 75mm thick with batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 4.5%, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 505 of MORT&H specifications | 128.49 | Cum | 15,110.92 | ₹19,41,602.11 |
| 2.02 | (ii) The specification of this item for analytic purpose is kept with bitumen content @ 4.50% weight of mix variation as compared with job mix formula shall be paid / deducted accordingly. The limits of variation shall be worked out with the approved formula. | - | - | - | - |
| 2.03 | TECHNICAL NOTE : - | - | - | - | - |
| 2.04 | i.) Apart from the confirmity with the grading and quantity requirement of invidual ingredients exhibited above the mix aggregate i.e.coarse and fine aggregate for dense bituminous concrete shall meet all requirements set forth clause 505 of MORT & H specifications. | - | - | - | - |
| 2.05 | ii) The final grading for the aggregates required for dense bituminous macadam confirming to table 500.10 of MORT & H specifications shall be determined after getting the dense bituminous macadam designed from Punjab PWD, B&R Research Laboratory Patiala after obtaining 60 % of material. The design mix so finally approved shall be termed as the approved mix. The aggregates shall be hydrophobic and of low porosity. The aggregates shall satisfy the physical requirement set fourth in table 500-6 (addendum to latest revision). | - | - | - | - |
| 2.06 | iii) The approved mix shall exhibit the following details, source and location of all material: - | - | - | - | - |
| 2.07 | iii (a) Binder expressed as percentage by weight of total mix. | - | - | - | - |
| 2.08 | iii (b) Course expressed as percentage by weight of total mix. | - | - | - | - |
| 2.09 | iii (c) Crushed bajri expressed as percentage by weight of total mix. | - | - | - | - |
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details.html
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Tendernotice_1.pdf
PDF • 0.12 MB
SBDVishkrmNew.pdf
Tender Documents • 16.35 MB
Conditions.pdf
Additional Documents • 0.60 MB
BOQ_357187.xls
BOQ • 0.33 MB
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