Permanent Road Restoration Works Bituminous Road Works For Laying Of Distribution Pipe Line For Zone V Within Sainthia Municipality Birbhum.
Tender Value
18.21 Lakhs
Estimated cost
Bid Submission
01 Jul 2025
0 days left
EMD
36420
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sainthia → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Permanent Road Restoration Works Bituminous Road Works For Laying Of Distribution Pipe Line For Zone V Within Sainthia Municipality Birbhum.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.(a) Depth Upto 150 mm.110 mm dia pipe 430 X 0.410 X 0.15= 26.45160 mm dia pipe 42 X 0.460 X 0.15=02.90100 mm dia pipe 596 X 0.525 X 0.15=46.94150 mm dia pipe985X 0.575 X 0.15=84.96200 mm dia pipe536 X 0.625X 0.15=50.25250 mm dia pipe 180 X 0.675 X 0.15=18.23300 mm dia pipe 225 X 0.75 X 0.15=25.31 |
| 2 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40)110 mm dia pipe 430 X 0.410 X 0.075= 13.22160 mm dia pipe 42 X 0.460 X 0.075= 01.45100 mm dia pipe 596 X 0.525 X 0.075= 23.47150 mm dia pipe985X 0.575 X 0.075= 42.48200 mm dia pipe536 X 0.625X 0.075= 25.13250 mm dia pipe 180 X 0.675 X 0.075= 09.11300 mm dia pipe 225 X 0.75 X 0.075= 12.66 |
| 3 | Water Bound Macadam Base course by Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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 including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(iii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)A. Mechanical Means.110 mm dia pipe 430 X 0.410 X 0.075= 13.22160 mm dia pipe 42 X 0.460 X 0.075= 01.45100 mm dia pipe 596 X 0.525 X 0.075= 23.47150 mm dia pipe985X 0.575 X 0.075= 42.48200 mm dia pipe536 X 0.625X 0.075= 25.13250 mm dia pipe 180 X 0.675 X 0.075= 09.11300 mm dia pipe 225 X 0.75 X 0.075= 12.66 |
| 4 | (iii) Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)A. Mechanical Means.110 mm dia pipe 430 X 0.410 X 0.075= 13.22160 mm dia pipe 42 X 0.460 X 0.075= 01.45100 mm dia pipe 596 X 0.525 X 0.075= 23.47150 mm dia pipe985X 0.575 X 0.075= 42.48200 mm dia pipe536 X 0.625X 0.075= 25.13250 mm dia pipe 180 X 0.675 X 0.075= 09.11300 mm dia pipe 225 X 0.75 X 0.075= 12.66 |
| 5 | 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 otherincidental 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) (Vide Page-247; Item-5.01)110 mm dia pipe 430 X 0.410= 176.30 160 mm dia pipe 42 X 0.460= 19.32100 mm dia pipe 596 X 0.525 = 312.90 150 mm dia pipe985X 0.575 =566.38200 mm dia pipe536 X 0.625 = 335.00250 mm dia pipe 180 X 0.675 =121.50300 mm dia pipe 225 X 0.75 = 168.75 |
| 6 | Bituminous Macadam using Mobile Hot Mix Plant (Light duty).Laying Bituminous Macadam of specified grade using Hot Mix Plant (HMP) and using approved aggregates conforming to specified grading and bitumen over prepared surface, including carrying the hot premixed materials by means of tipper truck, spreading, the mixed material at specified laying temperature over the prepared surface by means of a suitable paver finisher, tamping and finishing the mix to specified grade, line and camber, thorough rolling with suitable power rollers for break down, inter-mediate and finished rolling as per specification, hand packing and pinning to give an even surface including cost and carriage of stone materials & bitumen, and hire charges of HMP and all other machines and equipments, cost of fuels and lubricants and wages of operational staff, quality control as per IRC Specification all complete excluding cost of applying tack coat, asper specification for Road & Bridge Works of MoRT &H (5th. Revision)B. For Grading II (19 mm nominal size, 50-75 mm thick.)110 mm dia pipe 430 X 0.410 X 0.05= 08.82 160 mm dia pipe 42 X 0.460 X 0.05=0.97100 mm dia pipe 596 X 0.525 X 0.05= 15.65150 mm dia pipe985X 0.575 X 0.05=28.32200 mm dia pipe536 X 0.625X 0.05=16.75250 mm dia pipe 180 X 0.675 X 0.05=06.08300 mm dia pipe 225 X 0.75 X 0.05=08.44 |
| 7 | Providing and applying tack coat using Cationic bituminous emulsion of approved grade conforming to IS : 8887-1978, over prepared surface including cleaning of surface with mechanical broom, moistening the surface, applying tack coat including cost and carriage of emulsion, hire charges of machineries and labour, cost of fuel and lubricants all complete as per specification and direction of the Engineer-in-charge.(a) On Granular surface @ 0.25-0.30 kg per 1 m2 :110 mm dia pipe 430 X 0.410 = 176.30 160 mm dia pipe 42 X 0.460=19.32 100 mm dia pipe 596 X 0.525=312.90 150 mm dia pipe985X 0.575 = 566.38200 mm dia pipe536 X 0.625= 335.00 250 mm dia pipe 180 X 0.675 = 121.50300 mm dia pipe 225 X 0.75 = 168.75 |
| 8 | (b) On Bituminous surface @ 0.20-0.30 kg per 1 m2110 mm dia pipe 430 X 0.410 = 176.30 160 mm dia pipe 42 X 0.460=19.32 100 mm dia pipe 596 X 0.525=312.90 150 mm dia pipe985X 0.575 = 566.38200 mm dia pipe536 X 0.625= 335.00 250 mm dia pipe 180 X 0.675 = 121.50300 mm dia pipe 225 X 0.75 = 168.75 |
| 9 | Open-Graded Premix Surfacing 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.110 mm dia pipe 430 X 0.410 = 176.30 160 mm dia pipe 42 X 0.460=19.32 100 mm dia pipe 596 X 0.525=312.90 150 mm dia pipe985X 0.575 = 566.38200 mm dia pipe536 X 0.625= 335.00 250 mm dia pipe 180 X 0.675 = 121.50300 mm dia pipe 225 X 0.75 = 168.75 |
| 10 | 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). By Manual Means With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.)110 mm dia pipe 430 X 0.410 = 176.30 160 mm dia pipe 42 X 0.460=19.32 100 mm dia pipe 596 X 0.525=312.90 150 mm dia pipe985X 0.575 = 566.38200 mm dia pipe536 X 0.625= 335.00 250 mm dia pipe 180 X 0.675 = 121.50300 mm dia pipe 225 X 0.75 = 168.75 |
| 11 | Removal of rubbish, earth etc. From the working site and disposal of the same beyond the compound, in conformity with the Municipal/ Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer-In-Charge. 110 mm dia pipe 430 X 0.410 X 0.225= 39.67160 mm dia pipe 42 X 0.460 X 0.225= 04.35100 mm dia pipe 596 X 0.525 X 0.225= 70.40150 mm dia pipe985X 0.575 X 0.225= 127.43200 mm dia pipe536 X 0.625X 0.225=75.38250 mm dia pipe 180 X 0.675 X 0.225=27.34300 mm dia pipe 225 X 0.75 X 0.225=37.97 |
| 12 | Add (CGST 9.0%)+(SGST 9.0%)=18% |
| 13 | Add Cess 1% |
AI Tender Summary
Tender Timeline
Jun 02, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 01, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 03, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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