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Tender Value
₹38.9 L
EMD Value
₹77,754
Closing Date
30 Sept 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Gohan to Check Gohan Road
2026_PWDJK_325589_4
ENIT46DivisionVailoo26-27
Open Tender
Civil Works
Percentage
15 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
Centralized Designated pooling Account
₹77,754
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
30 Sept 2026
22 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 | Scarifying the existing Bituminious road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means) | 3,102.5 | Sqm | 4.86 | ₹15,090.56 |
| 2 | 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 @0.50kg/sqm | 3,650 | Sqm | 48.39 | ₹1,76,623.5 |
| 3 | Providing and laying of 50 mm premix Bituminious Macadam base course with Stone aggregate of quality size and grading as specified in CPWD specification and straight run bitumen of grade 80/100 3.5% by weight of total mix incl hot mixing of stone aggregate and bitumen in hot mix plant transporting mixed material and laying with paver finisher to the required level and grade rolling with road roller of 8 to 10 tonnes capacity to achive the density incl Carriage all job Complete. | 182.5 | Cum | 7,531.64 | ₹13,74,525.03 |
| 4 | Providing and laying of 25mm thick Semi Dense asphaltic base Course using mineral aggregate satisfying the gradation set out in specification with 5% binder content by weight of total mix with the aid of hot mix plant and paver finisher incl rolling wit road roller of 8 to 10 tonne capacity to achive the required compaction and density 25 mm compacted thickness with bitumen of grade VG- 10 @ 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. | 3,832.5 | Sqm | 256.96 | ₹9,84,791.54 |
| 5 | Providing and laying of 6mm thick 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 80/100 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 carriage complete job. | 3,832.5 | Sqm | 88.9 | ₹3,40,701.58 |
| 6 | Supplying and filling of RBM/Khak Bajree/ quarry muck in berms/shoulder filling incl spreading, consolidation loading, unloading all complete jonb. | 54 | cum | 847.46 | ₹45,762.73 |
| 7 | Construction of Retaining Wall Earth work in excavation by mechanical means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth as directed. | 26.16 | Cum | 225.18 | ₹5,890.68 |
| 8 | Providing and laying of Dry Stone soling duly hand packed & consolidated with rammers incl all carriage complete. | 1.83 | cum | 847.46 | ₹1,550.85 |
| 9 | P/L of cement concrete 1:4:8 mix using 40 mm size crushed aggregate including curring complwete and carriage of 30 kms by MT | 2.15 | cum | 5,017.54 | ₹10,787.7 |
| 10 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) in retaining wall return walls, walls (any thickness) incl attachedpilasters, columns, pipes, pillars,abutments,posts,struts,buttresses,incl curing but excluduing the cost of cenrtring, shuttering and finishing i/c carriage of 30 kms by MT | 32.71 | cum | 7,840.1 | ₹2,56,418.25 |
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