Repairing Of Sarisha Noorpur Road To Hooghly River Bank Road From 0.00 Kmp To 1.10 Kmp Under Falta E.P.Z. Highway Sub-Division Of Diamond Harbour Highway Division In The District Of South 24 Parganas Under During The Year 2021-2022.
Tender Value
20.72 Lakhs
Estimated cost
Bid Submission
04 Mar 2022
0 days left
EMD
41460
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
falta → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Repairing Of Sarisha Noorpur Road To Hooghly River Bank Road From 0.00 Kmp To 1.10 Kmp Under Falta E.P.Z. Highway Sub-Division Of Diamond Harbour Highway Division In The District Of South 24 Parganas Under During The Year 2021-2022.
BOQ
| Sl. No. | Item Description |
| 1 | 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, including cost of applying tack coat. [Rate is exclusive of tack coat ]With premixed Chips or Bajrees with 54 kg of bitumen per m3 of loose net volume of stone chips ) Using Mobile HMP (Light duty). (The payment is to be made on the basis of loose net volume of stone materials consumed in the work) |
| 2 | Providing and applying tack coat with Cationic BitumenEmulsion 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). (Use Bitumen Emulsion @ 0.25 Kg/Sq.M) |
| 3 | Providing and laying Bituminous Profile Corrective Courseusing Mobile Hot Mix Plant (Light Duty) and using aggregates of Grading-2 of Table-33 [22.4 mm stone chips @ 0.4241m3/m3, 13.2 mm stone chips @ 0.2827m3/m3, 11.2 mm stone chips @ 0.3534m3/m3, 5.6mm stone chips @ 0.2121m3/m3 and Stone dust with grit @ 0.1414m3/m3] premixed with 75kg of bitumen (VG-30) per cum, transported to site laid over a previously prepared surface at specified laying temperature to the required grade, level and alignment, 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 direction of Engineer-incharge. [Rate is exclusive of tack coat @0.25 kg/m2] |
| 4 | 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 using viscosity grade paving bitumen (VG-30) @1.46Kg/m2, 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.[Rate is exclusive of tack coat ] |
| 5 | Seal Coat: Providing and laying Premixed Seal Coat (Type B) with approved quality stone grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface, including heating and mixing cleaned stone 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.). Over freshly laid 20 mm P.C. |
| 6 | Earthwork in excavation from borrow pits (land arranged by the contractor) and carriage by truck or tractor within a lead of 1 Km including loading, unloadfingand depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts making bunds at top as directed dressing and mannual compaction complete. In ordinary soil. This rate includes the cost of compensation of land, cost of Royalty etc. During initial payment, a sum of Rs 34.30/ m3 of equivalent volume of borrowpit (including Cess) of earth is to be deducted from the bill as Royalty, which will be paid seperately on production of Royalty clearance cerificate from the competent authority).(Mode of measurement: Stack Measurement) |
| 7 | 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).For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). |
| 8 | GST @ 12.00% over Sl. No. 1 to Sl. No. 7 |
| 9 | LWC @ 1.00% over Sl. No. 1 to Sl. No. 8 |
AI Tender Summary
Tender Timeline
Feb 17, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedMar 04, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 07, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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