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Tender Value
₹10.4 L
EMD Value
₹20,708
Closing Date
25 Jun 2026, 3:00 pmClosed
The Executive Engineer,BishalgarhDivision,PWD(RnB)
O/O Executive Engineer,BishalgarhDivision,PWD(RnB)
Mtc of BT roads within different GP_VC under Dukli Sub_Division, PWD (RnB) during the year 2026_27_SH_Patch Soling and other allied works_Gr No_Il
2026_CEPWD_73830_1
05_R_EE_BSLD_PWD_RnB_2026_27
Open Tender
Civil Works - Roads
Percentage
Dukli
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,000
₹20,708
18 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
25 Jun 2026
18 Jun 2026
18 Jun 2026 - 23 Jun 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 |
|---|---|---|---|---|---|
| 0.0 | Surface Drains
Construction of unlined surface drains of average crosssectional area 0.40 sqm in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m) as per MoRD Technical Specification Clause 307.
(i) Surface Drains in Ordinary Soil
A) Manual Means | - | Mtr | 114.6 | - |
| 0.0 | 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. | - | Sqm | 19.1 | - |
| 0.0 | Patch repairing/ Maintenance of bituminous surface road using Jhama brick aggregate & Viscosity Graded bitumen (VG-30):
Repairing 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 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 area in proper grade and camber including spreading of sand @ 0.006 cum/ sqm of prepared road surface as per direction of the Engineer-in- Charge and all as per MoRD technical specification Clauses 1900, 502, 503 and 504 | 1 | Cum | 11,570.75 | ₹11,559.18 |
| 0.0 | Maintenance of Earthen shoulder (filling with fresh selected soil)
Making up loss of material/ irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903. | - | Sqm | 46.3 | - |
| 0.0 | i) Brick on edge soling
Providing and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. | - | Sqm | 1,034.3 | - |
| 0.0 | 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. | 1 | Sqm | 603.9 | ₹603.3 |
| 0.0 | Restoration of Rain Cuts:
Restoration of rain cuts with soil , moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layers not exeeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRD technical specification Clause 1902
B. Mechanical Means | - | Cum | 266.8 | - |
| 0.0 | Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and MoRD technical specification Clause 1302.5.
A. Driven at least 900 mm below ground and 1200 mm above ground on average. | - | Mtr. | 1,149.4 | - |
| 0.0 | Providing and placing gunny/ polythene (of minimum wall thickness of 500 micron) bags filled with sand (of minmum qty of 0.034 cum) and properly manually stitched to avoid any leakage of sand as per specification. | - | No | 45.5 | - |
| 0.0 | Supplying of brick bats (Ist Class) & laying the same in road depression & streatches etc spreading one layer of soil to make it good to proper grade & camber and consolidation as per direction of the Engineer in Charge. | - | Cum | 2,566.81 | - |
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