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Tender Value
₹27.6 L
EMD Value
₹55,260
Closing Date
15 Jun 2026, 6:00 pm
Executive Engineer
Office of The Executive Engineer PWD Division Taranagar
Construction of Missing Link Road from Satmeel Karanpura Road upto Baliya
2026_CEPWD_565438_8
EE PWD TNR e-NIT No 08/2026-27 No. D-285 Dt 02.06.2026
Open Tender
Civil Works
90 days
Taranagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Executive Engineer/MD RISL
₹55,260
Yes
6 Jun 2026
6 Jun 2026
16 Jun 2026
6 Jun 2026
15 Jun 2026
6 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 |
|---|---|---|---|---|---|---|
| 1Part "A" Earth Work | ||||||
| 1.01 | 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 MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle | - | Hect | 10,374 | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 2,625 | Cum | 25 | ₹65,625 | BI01010001010000000000000515BI0100001114 |
| 1.03 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 450 | Cum | 33 | ₹14,850 | BI01010001010000000000000515BI0100001115 |
| 2Part "B" Sub Base and Base Course | ||||||
| 2.01 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-III Material | 557.69 | Cum | 1,375 | ₹7,66,823.75 | BI01010001010000000000000515BI0100001117 |
| 2.02 | 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 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Manual Means | 258.19 | Cum | 1,028 | ₹2,65,419.32 | BI01010001010000000000000515BI0100001118 |
| 2.03 | 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate Using Crusher Broken Aggregate By manual Means | 258.19 | Cum | 1,212 | ₹3,12,926.28 | BI01010001010000000000000515BI0100001119 |
| 3Part "C" Bituminous work | ||||||
| 3.01 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502. | 3,442.5 | Cum | 28 | ₹96,390 | BI01010001010000000000000515BI0100001121 |
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