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Tender Value
₹42.9 L
EMD Value
₹85,876
Closing Date
16 Sept 2026, 5:00 pm
Administrator
Kalimpong Municipality Office Upper Cart Road
REPAIR AND RESTORATION OF SABITRI GHISING ROAD WITH MASTIC ASPHALT WITHIN WARD NO XXII UNDER KALIMPONG MUNICIPALITY
2026_MAD_5019751_11
2/KM/Kalimpong Town dated19.08.2026
Open Tender
CIVIL WORKS
Percentage
Kalimpong Municipality Office
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹85,876
Yes
22 Aug 2026
22 Aug 2026
21 Sept 2026
22 Aug 2026
16 Sept 2026
24 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 |
|---|---|---|---|---|---|
| 1 | Repairing Pot-holes with Bituminous Macadam (Grading - I, for compacted thickness of 80mm to 100mm) Filling Pot Holes with Bituminous Macadam using Mobile Hot Mix plant (6-10 TPH) with approved crushed aggregates of specified grading premixed with bituminous binder @3.3% by wt. of the total mix, transported to site and laid in the pot hole prepared before hand by utting the edges to get a firm vertical face and by removing all the failed and loose materials including dust and applying tack coat evenly on the sides and on the surface as per specification, rolling the filled depression with 8-10 tonne smooth wheeled roller to achieve the desired compaction, including the cost and carriage of stone aggregates and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of all operational
staff, quality control except the cost of tack coat complete as per direction of Engineer-incharge. Payment to be made on the basis of the loose net volume of the stone aggregates used in the work. | - | Cum | - | - |
| 2 | Bituminous Macadam
Providing and laying bituminous macadam with 100-120 TPH hot mix plant using crushed aggregates of specified grading premixed with approved bituminous binder @ 3.3% (min) for Grading -1 and 3.4% (min) for Grading -2 by weight of total mix , transported to site, laid over a previously prepared base with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504). or Grading II (19 mm nominal maximum aggregate size) Layer Thickness 50-75mm | - | cum | 1 | - |
| 3 | Tack Coat
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 | 1 | - |
| 4 | MASTIC ASPHALT 25mm THICK
Providing and laying 25 mm thick mastic asphalt wearing course with approved grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen
precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100°C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 (Reference to MORT&H's specification clause 516 along with IRC:107). | - | sqm | - | - |
| 5 | Add GST 18% | - | Nos | 0.87 | - |
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