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Tender Value
₹87.3 L
EMD Value
₹1.7 L
Closing Date
4 Sept 2026, 6:00 pm
Executive Engineer, Kalimpong Engineering Division
Executive Engineer, Kalimpong Engineering Division, Forest Office Near Sailabas.
Construction of Road from Sindebong Dhuppi Ghari to Lama Gaon, Barbot.
2026_GTA_5019373_3
01/EE/KED/KPG/GTA/2026-27
Open Tender
CIVIL WORKS
Percentage
90 days
Kalimpong
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
₹1.7 L
21 Aug 2026
21 Aug 2026
8 Sept 2026
22 Aug 2026
4 Sept 2026
22 Aug 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 |
|---|---|---|---|---|---|
| 0.0 | Cutting of Trees, including cutting of Trunks, Branches and Removal Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a leadof 1000 metres and earth filling in the depression/pit. (Reference to MORT&H's | - | Nos. | 438.7 | - |
| 0.0 | Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres (Reference to MoRT&H's specification clause 301).Note In case the land on the valley side is Barren and there is no objection for disposing of excavated earth on the valley side, the provision of front end loader and tipper ; i.e. ₹ 52.38 shall be deducted as excavated earth shall be disposed off on the valley side. | - | Cum | 246.88 | - |
| 0.0 | Construction of granular sub-base by providing graded materials such as natural sand/crushed gravel/crushed stone/combination depending upon the required grading , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator and compacting with vibratory roller to achieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8), complete as per clause 401 desired density, complete as per clause 401 | - | Cum | 3,821.13 | - |
| 0.0 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel vibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). | - | Cum | 7,494.16 | - |
| 0.0 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel vibratory roller 8-10 tonnes in stages to proper gradeand camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). | - | Sqm | 7,687.78 | - |
| 0.0 | Providing and applying primer coat with cationic bitumen emulsion SS1 grade conforming to IS:8887 on prepared porous granular surface including Clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502). | - | Sqm | 111.82 | - |
| 0.0 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503). | - | Sqm | 33.2 | - |
| 0.0 | Providing, laying and rolling of open-graded premix surfacing of 20 mm thickness composed of 13.2 mmto 5.6mm aggregates either using viscosity grade bitumen of approved grade to required line, gradeandlevel toserveaswearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled tandemor other approved type roller 8-10 tonne capacity, finished to required level and grades (Referenceto MORT&H's
specification clause 510). | - | Cum | 331.66 | - |
| 0.0 | Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | - | Sqm | 113.62 | - |
| 0.0 | Earth work in excavation of foundation of structures as per drawing and technical specification,including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304). | - | Cum | 346.71 | - |
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