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NTID 43848415
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Inquiry NowImprovement Of Bituminous Road in Kalyani - Complete Tender Details
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UNIVERSITY OF KALYANI
Kalyani, West Bengal, India
NTID 43848415
- Opening Date : Mon 23rd February, 2026
- Closing Date : Sat 21st February, 2026
- ₹ 2424563.00
- NTID 43848415
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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Estimated Cost
2424563.00
BOQ Items Total Items : 8 | Total Qty : 5663
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Improvement of Bituminous Road with Mastic asphalt from Gymnasium junction point to Arts Faculty branch road under University of Kalyani. | ||
| 2 | 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). Vide -Page -251, Item No -5.02 (i)Volume III: Road & Bridge Works PWD (WB), Schedule of Rates : 2018) (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.225 kg per sqm. ) (Rate Based on rate analysis ) 17 x 30.00 x 4.80 = 2448.00 M2 1 x 10.00 x 4.80 = 48.00 M2 Measurement taken from Tender Item no 2= 2496.00 x 20 %= 499.20 m2 Total = 2995.20 | 2995.00 | Sqm. |
| 3 | 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 Vide Page-259, Item no. 5.14 Volume III: Road & Bridge Works PWD (WB), Schedule of Rates : 2018) (Rate Based on rate analysis ) 17 x 30.00 x 4.80 = 2448.00 M2 1 x 10.00 x 4.80 = 48.00 M2 Total= 2496.00 m2 | 2496.00 | Sqm. |
| 4 | 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 where necessary, cutting pot holes to regular shapes with vertical edges, cleaning the disintegrated materials, heating matrix and applying tack coat (including sides), finishing the top of repaired surface levelled with adjoining area, including cost and carriage of stone aggregates and matrix, excluding cost of applying tack coat. [Tack coat is to be considered separately] [Payment to the Contractor is to be made on the basis of loose net volume of coarse aggregate only excluding key aggregates] i) With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips using concrete mixer machine. (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) (b) Using Mobile HMP (Light duty) Vide -Page -279, Item No -10-7-i-b (i)Volume III: Road & Bridge Works PWD (WB), Schedule of Rates : 2018) Measurement taken from Tender Item no 2= 2496.00 x 20 %= 499.20 x 0.05 = 24.96 m2 | 25.00 | cum |
| 5 | Providing and laying bituminous macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, including cost of applying tack coat, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision). B. For Grading II (19 mm nominal size, 50-75 mm thick.) Vide Page-252, Item no. 5.04 B) Volume III: Road & Bridge Works PWD (WB), Schedule of Rates : 2018) (Rate Based on rate analysis ) 17 x 30.00 x 4.80 x 0.05 = 122.40 M3 1 x 10.00 x 4.80 x 0.05 = 2.40 M3 Total= 128.80 m3 | 125.00 | Cum |
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