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Strengthening Of Existing Road Withing The Campus Of Broiler Integration Project Office, Haringhata By Stone Metal Consolidation And Surfacing With Premixed Chipping Carpet And Type B Seal Coat During The Year 2021-2022 -West Bengal

Animal Resources Development Department has published Strengthening Of Existing Road Withing The Campus Of Broiler Integration Project Office, Haringhata By Stone Metal Consolidation And Surfacing With Premixed Chipping Carpet And Type B Seal Coat During The Year 2021-2022 . Submission Date for this Tender is 14-01-2022. Road Work Tenders in West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

30501860
Strengthening Of Existing Road Withing The Campus Of Broiler Integration Project Office, Haringhata By Stone Metal Consolidation And Surfacing With Premixed Chipping Carpet And Type B Seal Coat During The Year 2021-2022
Open Tender
Indian
West Bengal
14-01-2022

Tender Details

Strengthening Of Existing Road Withing The Campus Of Broiler Integration Project Office, Haringhata By Stone Metal Consolidation And Surfacing With Premixed Chipping Carpet And Type B Seal Coat During The Year 2021-2022

Key Value

Document Fees
Refer document
EMD
INR 59975.0 /-
Tender Value
INR 29.98 Lakhs /-

BOQ Items

Name of Work : Strengthening of existing road withing the campus of Broiler Integration project office, Haringhata by stone metal consolidation and surfacing withpremixedchipping carpet and type B seal coatduring the year 2021-2022
Sl. No. Item Description
1Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of suchtrees cut earlier and isposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m includingremoval and disposal of top organic soil notexceeding50 m in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD(I) By Manual Means a) In area of non-thorny jungle
2Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.(a) Depth up to 150 mm.
3Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30 (Extra quantity of earth for filling shall be obtained from road side borrow pits.)
4Providing, 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 andhire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).(ii) Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)B. Manual Means(For mending and leveling potholes, preparing camber and grading)
5Prime 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)Add cost and carriages of materials as per requirement vide Table 3.3-1 of Section 3 to get the final consolidated rate.
6Providing 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.)
7Open-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.
8Providing 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.)
9Labour for hoisting and placing in proper position (up to 1st floor level) departmental R.S. joists, channels, angles.es, plates etc. including fitting and fixing same with bolts and nuts, if necessary (but excluding cost of such bolts and nuts
10Cutting to requisite length or shape departmental R.S. joists, channels, angles, tees, plates etc.
11M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, clea ts etc.including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge.
12) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc.
13(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :b) On steel or other metal surface :With other than hi-gloss of approved quality-iv) Two coats (with any shade except white)
14Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.
15Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work Ground Floor
16Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety
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