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Tender Value
₹43.9 L
EMD Value
₹88,000
Closing Date
6 Jun 2026, 12:00 pmDue tomorrow
SE RED BASTI
O/O SE RED BASTI
Uska Brijmanganj marg par jitendra dubey ke ghar ke pas se amarnath sharma ke ghar hote huye gangadhar pul link marg tak interlocking karya
2026_REDUP_1155906_33
06/RED/Tender/File No/Bond Clerk/2026-27 Dt. 02.04.2026
Open Tender
Civil Works
180 days
WORKS
as per sbd
2 documents required · 2 mandatory
₹2,714
₹88,000
1 Jun 2026
1 Jun 2026
8 Jun 2026
1 Jun 2026
6 Jun 2026
1 Jun 2026
1 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 |
|---|---|---|---|---|---|
| 1 | 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 Technical Specification Clause 201. Non thorny jungle) ( By Mechanical Means) P.W.D. S.I. No 259 | 2,250 | Sqm | 5.7 | ₹12,825 |
| 2 | Construction of Embankment with approved soil with a lift upto 1.5 m laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 | 2,605 | Cum | 95.52 | ₹2,48,829.6 |
| 3 | Construction of Embankment with approved soil with a lift upto 1.5 m and lead 1000 mts laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet requirement of table 300.1 and 300.2 | 989 | Cum | 96.47 | ₹95,408.83 |
| 4 | Construction of Subgrade and Earthen Shoulder with approved soil with all lifts and leads, laying in layers, breaking clods, dressing to required lines, curves, grade and sections, watering and compaction to meet at least 100 % procter density complete to specification requirements | 337.5 | Cum | 96.59 | ₹32,599.13 |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes (63-45 mm) 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 Technical Specification Clause 405. (WBM II) | 205.88 | Cum | 5,840.51 | ₹12,02,444.2 |
| 6 | S/F Inaugration black granite (Polished)20mm thick stone size 0.90x0.60 m including lettering, printing, border ect. Will be painted of superior quality is required shade and colour including excavation of foundation (1.50x0.50x0.90m),P.C.C. 1:4:8(1.50x0.50x0.12m), brick work 1:4 with cement fine sand in foundation (1.36x0.345x1.20m) ,12mm thick plaster 1:4 with cement fine sand and finishing walls with water profing white cement paint of approved make and quality such as super snowcem paint etc. all complete. | 1 | No | 8,550 | ₹8,550 |
| 7 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
Ordinary Kilometer Stone (Precast) | 1 | No | 3,234.47 | ₹3,234.47 |
| 8 | Reinforced cement concrete M15 grade hectometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.
200 m Stone (Precast) | 4 | No | 800.44 | ₹3,201.76 |
| 9 | Providing & laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and techinical Specification Clause 1504 (Laid over previously prepared subbase using 100mm thick GSB, excluding cost of GSB ) | 2,250 | Sqm | 861.65 | ₹19,38,712.5 |
| 10 | E/W in excavation in foundation in ordinary soil including lift 1.50 mtr and lead up to 30 mtr and including filling watering ramming of excavated earth into the trenches or into the space of between the building and side the foundation trench or into the plinth and removal and disposal of surplus earth as per direction by E/I upto a distance of 30m from the foundation trenches including all T&P phowereh and basket etcas per S.I. No. 251 | 148.5 | Cum | 114 | ₹16,929 |
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