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Tender Value
₹9.5 L
EMD Value
₹19,059
Closing Date
7 Oct 2026, 11:00 am
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, MIRIK ENGINEERING DIVISION, KRISHNA NAGAR MIRIK-734214
Recovery and reconstruction of approch road to Mirik Tourist Lodge
2026_GTA_5074367_8
NieT04/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹19,059
Yes
23 Sept 2026
23 Sept 2026
9 Oct 2026
23 Sept 2026
7 Oct 2026
23 Sept 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 | SLIP CLEARANCE AND CUTTING Land Slide Clearance in Soil Clearance of land slides in soil and ordinary rock by abull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side. | 245.7 | cum | 61.8 | ₹15,184.26 |
| 2 | PROTECTION WALL Earthwork in excavation of foundation trenches in all sorts of soil ( including mixed soil but excluding stoney and moorum soil ) including removing, spreading or stacking the spoils within a lead of 150metres as directed and including trimming the sides of the trench levelling, dressing & ramming the bottom, bailing or pumping out water etc. As required complete depth of excavation exceeding 1 metre upto 2 m below average bed lable at the site of excavation and requiring shoring. | 55.6 | cum | 114 | ₹6,338.4 |
| 3 | Rubble masonry in cement (6:1) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. | 149.8 | cum | 3,739 | ₹5,60,102.2 |
| 4 | Dry rubble masonry with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. | 65.42 | cum | 2,450 | ₹1,60,279 |
| 5 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge. | 11.62 | cum | 161 | ₹1,870.82 |
| 6 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. | 8.65 | sqm | 2,250.82 | ₹19,469.59 |
| 7 | Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge. | 32.31 | cum | 161 | ₹5,201.91 |
| 8 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. | 13.84 | cum | 2,250.82 | ₹31,151.35 |
| 9 | ADD 18% CESS | 7,99,597.53 | No | 0.18 | ₹1,43,927.56 |
| 10 | ADD 1% CESS | - | No | 0.01 | - |
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