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Tender Value
₹82.5 L
EMD Value
₹1.6 L
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 road from SH 12 to Lower Toklang Gaon , Mirik (L 3.5km).
2026_GTA_5074431_8
NieT05/EE/MED/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
180 days
Mirik
As per NieT
5 documents required · 5 mandatory
₹0
₹1.6 L
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 | 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 et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring. | 96.85 | m3 | 114 | ₹11,040.9 |
| 2 | (II) Cement concrete with 30 mm down graded ballast excluding shuttering. N.B. Variety ( 1:3:6) | 31.73 | m3 | - | - |
| 3 | Plum concrete work with cement concrete (1:3:6) with 40% 30mm down graded stone metal 60% and stone boulder of size 150mm and above placed in position as directed excluding shuttering if any. | 155.19 | m3 | 3,304 | ₹5,12,747.76 |
| 4 | Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction. | 81.06 | m2 | - | - |
| 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. | 32.4 | m3 | 161 | ₹5,216.4 |
| 6 | Back filling behind abutment , wing wall and retainig wall complete as per drand Technical specification . | 32.4 | sqm | 2,216.5 | ₹71,814.6 |
| 7 | V Drain: 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 et. As required complete, depth of excavation exceeding 1 metre upto 2m below avrage bed lable at the site of excavation and requring shoring. | 140.4 | m3 | 114 | ₹16,005.6 |
| 8 | Labour for laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. | 936 | m3 | 214 | ₹2,00,304.17 |
| 9 | Cement concrete with 30mm down graded shingles excluding shuttering with NB variety stone metal | 109.2 | m3 | 4,608 | ₹5,03,193.6 |
| 10 | Providing formwork and staging including Hire & Labour charges for Abutment and its components and retaing wall and its components for Height Upto 3 metre clear span including stripping off and removing after completion of work as per specification and direction. | 468 | m2 | - | - |
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BOQ • 6.64 MB
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