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Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
10 Jun 2026, 3:00 pm4d left
Executive Engineer PWD R and B Kailashahar
O/O the Executive Engineer PWD R and B Kailashahar
Imp of road frm D.K. rd to K.K. rd via Zela parisad office L 1.95 Km Portion from 0.00 to 1.70 Km under Part-XI Impl. of SNA SPARSH Mode) of the SH GSB, WBM 2,WBM 3, seal coating, rd side drain, road signage etc. comp. Job No.TPCOM183 2025 26
2026_CEPWD_73432_1
02/SE(I)/PWD(RB)/KGT/2026-27
Open Tender
Civil Works
90 days
Kailashahar
Please refer Tender documents.
5 documents required · 5 mandatory
₹4,000
₹2.9 L
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
10 Jun 2026
3 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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 | 3,803.76 | sqm | 19.1 | ₹72,651.82 | BI01010001010000000000000515BI0100001114 |
| 2 | Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method
Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.
(i) For Grading I Material | - | cum | 6,398.7 | - | BI01010001010000000000000515BI0100001115 |
| 3 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 2' as per MoRD Technical Specification Clause 405.
(A) By Manual Means | 1 | cum | 8,318.7 | ₹8,310.38 | BI01010001010000000000000515BI0100001116 |
| 4 | WBM 3
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density 'Grading 3' as per MoRD TechnicalSpecification Clause 405
(A) By Manual Means | 1 | cum | 8,452.2 | ₹8,443.75 | BI01010001010000000000000515BI0100001117 |
| 5 | Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M. @ 0.75 kg/ sqm. | - | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 6 | 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 Viscosity grade bitumen oremulsion 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 ofeither 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 | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 7 | 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
(I) Bitumen of VG-30
Case - IV : Type D | - | sqm | 77.1 | - | BI01010001010000000000000515BI0100001120 |
| 8 | 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. | - | each | 45.5 | - | BI01010001010000000000000515BI0100001121 |
| 9 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work
Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and MoRD Technical Specification Clause 1702. | - | sqm | 158.2 | - | BI01010001010000000000000515BI0100001122 |
| 10 | Retro-reflectorised Traffic Signs
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRD Technical Specification Clause 801.
with 600 mm equilateral triangle aluminium sheeting | - | each | 3,576.9 | - | BI01010001010000000000000515BI0100001123 |
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