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Tender Value
₹8.8 L
EMD Value
₹17,511
Closing Date
7 Sept 2026, 2:00 pm
EXECUTIVE OFFICER
Mekliganj Municipality
Repairing of Bituminous road starting from Kalipara Primary School towards Sudhir Biswas house at Ward No. - 5 at Mekliganj Municipality.
2026_MAD_1039633_2
02/MKG/NIeT/2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Mekliganj Municipality
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
₹17,511
28 Aug 2026
28 Aug 2026
9 Sept 2026
28 Aug 2026
7 Sept 2026
28 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 | Dismantling of Flexible Pavements
Dismantling of flexible pavements and
disposal of dismantled materials up to a
lead of 1000 metres, stacking
serviceable and unserviceable materials
separatelyBy Mechanical Means
Bituminous course | 0.53 | Cum | 312.86 | ₹165.19 |
| 2 | Tack Coat 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). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to
0.30 kg per sqm.) 210.00 x3.50 | 735 | Sqm | 27.23 | ₹20,014.05 |
| 3 | Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface:
(with primer @ 0.70-1.0 kg/sqm) 210.00 x3.50 | 735 | Sqm | 83.62 | ₹61,460.7 |
| 4 | Bituminous Macadam using Mobile Hot Mix Plant
(Light Duty)
Providing and laying bituminous macadam with
Mobile Hot Mix Plant (Light Duty) using approved
crushed aggregates of specified grading as per
Table 500.7 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, quality
control complete as per Specifications for Road &
Bridge Works of MoRT&H (5th Revision). B. For Grading 2
(19 mm nominal size, 50-75 mm thick.) 210.00 x 3.50 x 0.05 | 36.75 | Cum | 11,461.8 | ₹4,21,221.15 |
| 5 | Tack Coat 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).
i)On bituminous surface @
0.25kg /sqm. | 330 | sqm | 24.91 | ₹8,220.3 |
| 6 | Open-Graded Premix Surfacing using Viscosity
grade Paving Bitumen and HMP 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 tipper trucks or by any other suitable arrangements, laying the mixture uniformly over the surface with paver finisher, including manual operations as and when required for proper line, grade and level to serve as wearing course on a previously prepared base, including mixing in Hot Mix Plant 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 Hot Mix Plant and other machinery, pay of operators, cost of fuel and lubricants etc. complete as per Clause 510 of Specifications for Road & Bridge Works
of MoRT&H (5th Revision). (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH. 210.00 x3.50 | 735 | Sqm | 222.3 | ₹1,63,390.5 |
| 7 | Seal Coat Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H
(5th Revision). II By Manual Means
With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) 210.00 x 3.50 | 735 | Sqm | 84.29 | ₹61,953.15 |
| 8 | Add GST @18% | 0.29 | Units | 1 | ₹0.29 |
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