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Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
28 Sept 2026, 1:55 pmDue tomorrow
Superintending Engineer,GTA
OFFICE OF THE SUPERINTENDING ENGINEER KALIMPONG CIRCLE Gorkha Rangmanch Bhawan, 3rd Floor, Right Wing Mall Road, Kalimpong 734101
Construction of new link road from near Alvert Villa Reshi Road to Kawshik Taar, Paschim Sherpa Gaon including 4nos of R.C.C Box Culvert (2.00m span) and 1 no. of R.C.C Box Culvert (5.00m span) ,connecting 4 villages (Upper Echhey, Paschim Sherpa Gao
2026_GTA_5023396_9
05/SE/KC/GTA/ 2026-2027
Open Tender
CIVIL WORKS
Percentage
180 days
Kalimpong
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.0 L
28 Sept 2026
10 Sept 2026
30 Sept 2026
10 Sept 2026
28 Sept 2026
10 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 | 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 | 10 | each | 438.7 | ₹4,387 |
| 2 | EARTH WORK ON HILL ROAD Excavation in Hill Area in Soil by Mechanical Means 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). | 4,617 | Cum | 209.22 | ₹9,65,968.74 |
| 3 | Granular sub base with graded material grading V
Construction of granular sub-base by providing graded material 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 appropriate mechanical mixure (with controlled addition of water), 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 | 537.47 | Cum | 3,257.61 | ₹17,50,867.65 |
| 4 | WATER BOUND MACADAM SUB-BASE 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). By Manual Means, Using Screening Crushable type such as Moorum or Gravel First class Brick Bat (For Drainage layer) | 68.25 | Cum | 3,238.25 | ₹2,21,010.56 |
| 5 | WATER BOUND MACADAM SUB-BASE GRADING I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and 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). | 268.74 | Cum | 6,129.98 | ₹16,47,370.83 |
| 6 | WATER BOUND MACADAM SUB-BASE GRADING II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and 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). | 268.74 | Cum | 6,456.18 | ₹17,35,033.81 |
| 7 | 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). | 3,412.5 | Cum | 94.76 | ₹3,23,368.5 |
| 8 | 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). | 3,412.5 | Nos | 28.13 | ₹95,993.63 |
| 9 | 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). | 3,412.5 | Cum | 280.12 | ₹9,55,909.5 |
| 10 | Providing and laying of premix sand seal coat with HMP using approved crushed stone chipping and viscosity grade paving bitumen of suitable approved grade. | 3,412.5 | Cum | 96.08 | ₹3,27,873 |
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BOQ_5107015.xls
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Time_Extension_NIeT_05.pdf
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