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Tender Value
₹24.1 L
EMD Value
₹48,240
Closing Date
24 Aug 2026, 3:00 pmDue today
Executive Engineer, PWD(R and B) Jirania Division
O/o The EE, PWD (R and B), Jirania
Maintenance of different roads under Mandwi Sub-Division during the year 2026-2027 SH Patch Grouting, Patch Carpeting, Missing soling, Construction of surface drain etc. and other allied works. (Group-III)(2nd Call).
2026_CEPWD_76044_1
18/R/DNIeT/EE-JRN/PWD(R and B)/2026-27
Open Tender
Civil Works - Roads
Percentage
60 days
Jirania
As per DNIeT
3 documents required · 3 mandatory
₹1,000
₹48,240
Yes
O/o The EE, PWD (R and B), Jirania
18 Aug 2026
18 Aug 2026
24 Aug 2026
18 Aug 2026
24 Aug 2026
18 Aug 2026
20 Aug 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 | Patch repairing / Maintenance of bituminous surface road using jama brick aggregate & viscosity graded bitumen (VG-30)
Repair to pot holes and making up small depressions with ramming or power rolling after removal/ disposal of disintegrated materials within a lead of 50 m, cutting pot holes to regular shapes with vertical edges and levelling the bottom, cleaning the same with compressed air or any other appropriate method including screening, cleaning of aggregates and filling up with jhama chips using bitumen of VG-30 @ 54 Kg per m3 of loose volume of jhama brick chips after applying tack coat of bitumen on sides and bottom @ 0.75 kg/sqm and finishing the top of repaired surface levelled with adjoining of sand @ 0.006 cum/sqm of prepared road surface as per direction of the Engineer-in-charge and all as MoRD technical specification clauses 1900,502,503 and 504. | - | Cum | 11,460.3 | - |
| 2 | Tack Coat using hot straight run bitumen of grade VG-30 on Bituminous Surface
Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the birumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 kg/sqm. | 1 | Sqm | 41.23 | ₹41.19 |
| 3 | 20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.
Case-I By Manual Means
I) Bitumen of VG-30 | 1 | Sqm | 340.45 | ₹340.11 |
| 4 | Seal Coat
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.
A. By manual means.
Case - IV: Type D (Premix with fine sand)
(I) Bitumen of VG-30 | 1 | Sqm | 77.93 | ₹77.85 |
| 5 | ii) Flat Brick soling
Providing and laying flat brick soling layer on prepared
subgrade according to lines, grades and cross-section
shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | - | Sqm | 596.45 | - |
| 6 | Supplying and stacking mixed class brick bats (50% first class & 50% un-class) including carriage loading & unloading at the site of wor complete as per direction of the Engineer-in-charge | 0.2 | Cum | 3,420.92 | ₹684.18 |
| 7 | (2) Maintenance of earthen shoulder (Stripping of excess soil)
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification clause 1903. | 1 | Sqm | 19.1 | ₹19.08 |
| 8 | Surface Drains
Construction of unlined surface drains of average cross-sectional area 0.4 sqm in ordinary soil to specified lines, grades, levels and dimensions as per MoRT&H Technical Specification clauses of section 300. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m).
(i) Surface Drains in Ordinary Soil :
(B) By Manual means. | - | Mtr | 114.6 | - |
| 9 | Clearing and grubbing road land including uprooting wild vegetation , grass, bushes, shrubs,saplings and trees of girth upto 300 mm , removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRD Technical Specification clause 201.
I) By manual means
A) In area of non-thorny jungle.. | 1 | Hec | 86,289.2 | ₹86,202.91 |
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