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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAccepted-Finance | ₹6.1 L | L1 | Accepted-Finance Lowest Amount Quoted |
| 2 | L2₹6.2 LRejected-Finance | ₹6.2 L | L2 | Rejected-Finance Highest Amount Quoted |
| 3 | L3₹6.2 LRejected-Finance | ₹6.2 L | L3 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹6.1 L
EMD Value
₹12,217
Closing Date
9 Feb 2026, 3:55 pmClosed
Chairperson Kalimpong Municipality
Kalimpong Municipality Office upper cart Road
Strengthening of Bituminous Doctors quarter approach road with mastic asphalt top coarse within ward no. IV under Kalimpong Municipality
2026_MAD_998843_3
13/KM/Kalimpong Town dt.19.01.2026
Open Tender
CIVIL WORKS
Kalimpong
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹12,217
Yes
11 Mar 2026
4 Feb 2026
12 Feb 2026
4 Feb 2026
9 Feb 2026
4 Feb 2026
Repairing pot-holes and making up small depressions with ramming or power rolling including screening, cleaning chips or metals and washing, drying as necessary and heating the chips or metal wherenecessary, cutting pot holes to regular shapes withvertical edges, cleaning the disintegrated materials,heating matrix and applying tack coat (including sides),finishing the top of repaired surface levelled withadjoining area, including cost and carriage of stoneaggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately] ii) By grouting method using matrix @ 70 kg / m3 ofloose net volume of course aggregate. Requirement of key aggregate may be taken as 10% of coarseaggregate and size 11.2 mm.
Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.
Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum 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 not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) 25 mm thickness
Labour welfare cess @1%
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