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Tender Value
₹2.0 Cr
EMD Value
₹2.0 L
Closing Date
29 Sept 2026, 5:00 pmDue tomorrow
CHIEFCONSTRUCTIONENGINEERCENTRALRANDBCIRCLEBBSR
OFFICE OF THE CHIEF CONSTRUCTION ENGINEER, CENTRAL RANDB CIRCLE, BHUBANESWAR.
Short Term Maintenance Contract STMC work for 03 Nos. of Roads for an aggregated length of 32.745 km under BBSR R and B Division-III Package-II during the year 2026-2027
2026_EICCL_141233_1
e-TCN NO. 08 OF 2026-2027
Open Tender
Civil Works - Roads
Percentage
365 days
Bhubaneswar
2 documents required · 2 mandatory
₹10,000
₹2.0 L
Yes
19 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
29 Sept 2026
19 Sept 2026
19 Sept 2026 - 29 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 | ROAD MAINTENANCE WORK PART-A
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000m lead including cost of all labour, machinery etc complete as per Technical Specifications and Clause - 201 of MoRT&H Specifications for Road & Bridge works (5th Revision). etc complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 8389.44
ii) Road ID:D03-R32.A- Qunatity = 2046
iii) Road ID:D03-R33.A- Qunatity = 194.1
Total Quanity =10629.54Square Meters | 10,629.54 | sqm | 8.63 | ₹91,732.93 |
| 2 | Flank dressing to proper camber with all leads and lifts, including dressing and levelling the bed and depositing the excavated earth at places away from the work site, including dewatering if required, cost of all labour, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 14619.6
ii) Road ID:D03-R32.A- Qunatity = 25965
iii) Road ID:D03-R33.A- Qunatity = 388.2
Total Quanity =40972.8Square Meters | 40,972.8 | sqm | 7.07 | ₹2,89,677.7 |
| 3 | Providing and applying tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm on the prepared bituminous/granular surface, including scraping and cleaning the road surface with mechanical broom, spraying and uniform application of bitumen emulsion, including hire and running charges of all machinery, cost, conveyance, royalty and taxes of all materials, labour, T&P and all incidental charges, complete as per Clause 503 of MoRT&H Specifications for Road & Bridge Works (5th Revision), Technical Specifications and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 14999.75
ii) Road ID:D03-R32.A- Qunatity = 6139.13
iii) Road ID:D03-R33.A- Qunatity = 395.96
Total Quanity =21534.84Square Meters | 21,534.84 | sqm | 18.53 | ₹3,99,040.59 |
| 4 | Providing and laying B.U.S.G. 75 mm thick in two layers using tack coat @ 3.0 kg/10 sqm, 25 mm to 40 mm size B.H.G.C.B. metal @ 0.45 Cum and 12.0 kg of 80/100 penetration grade bitumen in one layer with 0.12 Cum of 12 mm size B.H.G.C.B. chips as key stone per 10 sqm, including cleaning of road surface, heating, pouring and spreading of bitumen and materials, laying and spreading, rolling with PRR including hire and running charges of PRR, cost, conveyance and royalty of all materials, T&P, labour charges and all incidental charges, complete as per Specifications and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 4901.88
ii) Road ID:D03-R32.A- Qunatity = 2006.25
iii) Road ID:D03-R33.A- Qunatity = 129.4
Total Quanity =7037.53Square Meters | 7,037.53 | sqm | 678.54 | ₹47,75,245.61 |
| 5 | Providing and laying Bituminous Concrete (BC) Grade 2 using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent by weight of total mix and approved mineral filler, conforming to the requirements of MoRTH Specifications for Road and Bridge Works, Clause 509 and the approved Job Mix Formula (JMF); transporting the hot mix to the work site, laying with a hydrostatic paver finisher fitted with sensor control to the required grade, level, camber and alignment, and compacting with smooth-wheeled, vibratory and tandem rollers to achieve the specified density and compaction. The item shall include the cost of all materials, aggregates, bituminous binder, filler, labour, transportation, loading and unloading, T&P, taxes, royalty, fuel, hire and running charges of all plant and machinery, including paver finisher, rollers, hot-mix plant and other equipment, necessary for completion of the work, complete in all respects as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 449.993
ii) Road ID:D03-R32.A- Qunatity = 104.88
iii) Road ID:D03-R33.A- Qunatity = 6.76
Total Quanity =561.633Cubic Meters | 561.63 | cum | 13,873.51 | ₹77,91,821.04 |
| 6 | Wet Mix Macadam (WMM)
Providing, laying and compacting Wet Mix Macadam (WMM) Gr-II in compacted layers using approved hard granite crushed aggregate and crushed stone screened dust, conforming to MoRTH Specifications for Road and Bridge Works (4th Revision), Clause 406 and Table 400-11, Section 900, including proportioning, mixing in an approved Wet Mix Plant, transportation to site, and laying to the required line, level, grade, camber and thickness using paver finisher only. The work shall include compaction with suitable vibratory rollers to achieve the specified density and all necessary finishing and quality-control requirements. The rate shall be inclusive of the cost of all materials, labour, aggregates, screened dust, water, loading, unloading, transportation, plant and machinery, paver finisher, vibratory roller, Wet Mix Plant, fuel, power, T&P, testing, taxes, royalty, wastage, leads and lifts, and all other incidental charges, complete in all respects and as directed by the Engineer-in-Charge. The completed work shall conform to the relevant MoRTH specifications, approved drawings and instructions of the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 149.998
ii) Road ID:D03-R32.A- Qunatity = 61.391
iii) Road ID:D03-R33.A- Qunatity = 3.96
Total Quanity =215.349Cubic Meters | 215.35 | cum | 2,825.64 | ₹6,08,498.75 |
| 7 | Providing and sealing cracks in the existing bituminous pavement by cleaning the cracks thoroughly using compressed air and suitable tools, removing loose materials, dust and debris, widening/routing the cracks wherever required to the specified dimensions, and filling/sealing them with approved hot-applied crack sealant/sealing compound, i.e. bituminous emulsion conforming to the relevant MoRTH/IRC specifications and . The work shall include preparation of the pavement surface, heating and application of the approved sealant, finishing of the sealed cracks and protection until the sealant has adequately sThe rate shall be inclusive of the cost of all materials, crack sealant, primer where required, labour, cleaning, heating, application equipment, tools and tackles, plant and machinery, fuel, transportation, testing, wastage, taxes, royalty, and all other incidental charges, complete in all respects and as directed by the Engineer-in-Charge. The completed work shall conform to the relevant MoRTH/IRC specifications, approved drawings and instructions of the Engineer-in-Charge.
ROAD WISE QUANITY DETAILS
i) Road ID:D03-R34.A- Qunatity = 487.32
ii) Road ID:D03-R32.A- Qunatity = 136.55
iii) Road ID:D03-R33.A- Qunatity = 12.94
Total Quanity =636.81RM | 636.81 | rm | 4.58 | ₹2,916.59 |
| 8 | Painting one coat with synthetic enamel paint of approved make and shade on any elevation of road kerbs, parapets and guard posts, including preparation of the surface, cleaning, removal of dirt, dust and loose material, application of paint uniformly to the required finish, and including the cost of all paints, materials, labour, tools and equipment, scaffolding/ladders wherever required to complete in all respects as per the Technical Specifications and Clause 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity = 2192.94
ii) Road ID:D03-R32.A- Qunatity = 330.3
iii) Road ID:D03-R33.A- Qunatity = 0
Total Quanity =2523.24Square Meters | 2,523.24 | sqm | 87.43 | ₹2,20,606.87 |
| 9 | Painting one coat with synthetic enamel paint on iron surface including preparation of the surface, cleaning, removal of dirt, dust and loose material, application of paint uniformly to the required finish, and including the cost of all paints, materials, labour, tools and equipment, scaffolding/ladders wherever required to complete in all respects as per the Technical Specifications and Clause 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and as directed by the Engineer-in-Charge.
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity =
ii) Road ID:D03-R32.A- Qunatity = 550.5
iii) Road ID:D03-R33.A- Qunatity = 0
Total Quanity =550.5Square Meters | 550.5 | sqm | 48.8 | ₹26,864.4 |
| 10 | Supplying, fitting, fixing of MS Hollow sqaure welded section median railing having Iron outer frame with vertical post of size 50mm x 50mm x 3mm and inside vertical member of size 25mm x 25mm x 3mm post made of ISI marked standard MS Angles of approved thickness and quality of approved Manufacturers with all required iron fittings, including mending to sizes and coat of welding and other fittings, etc. complete as per requirement including cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (as per Drawing / design attached in the estimate)
ROAD WISE QUANTITY DEATILS
i) Road ID:D03-R34.A- Qunatity =
ii) Road ID:D03-R32.A- Qunatity = 660.6
iii) Road ID:D03-R33.A- Qunatity = 0
Total Quanity =660.6Kilograms | 660.6 | kg | 72.7 | ₹48,025.62 |
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