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Tender For Repair And Maintenance Of Flexible Pavement, Bituminous Surface, At Different Location Of Jangipur Barrage Division, Fpb, murshidabad-West Bengal

Farakka Barrage Project has published Tender For Repair And Maintenance Of Flexible Pavement, Bituminous Surface, At Different Location Of Jangipur Barrage Division, Fpb. Submission Date for this Tender is 09-05-2024. Road Work Tenders in murshidabad West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

43274430
Tender For Repair And Maintenance Of Flexible Pavement, Bituminous Surface, At Different Location Of Jangipur Barrage Division, Fpb
Open Tender
Indian
West Bengal
murshidabad
09-05-2024

Tender Details

Tender For Repair And Maintenance Of Flexible Pavement, Bituminous Surface, At Different Location Of Jangipur Barrage Division, Fpb

Key Value

Document Fees
Refer document
EMD
INR 82850.0 /-
Tender Value
INR 41.41 Lakhs /-

BOQ Items

Name of Work: Repair and maintenace of flexible pavement (bituminous surafec) at different location of Jangipur Barrage Division under Farakka Barrage Project
Sl. No. Item Description
1Cutting of branches of trees shrubs and trimming of grass and weeds : Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 for Rural Roads of MORD.
2Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
3Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
4Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
5Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparingthe surface & cleaning with mechanical broom.With rapid setting bitumen emulsion on W.B.M / W.M.M. @ 0.4kg/sqm.
6Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparingthe surface & cleaning with mechanical broom.With rapid setting bitumen emulsion on bituminous surface @ 0.25kg/sqm
7Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with tack coat with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers,as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
82 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent.
9Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
10Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
11Painting 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 : On steel or other metal surface :With other than hi-gloss of approved quality - Two coats (with any shade except white)
12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
13Close Bamboo Walling made of 65mm to 75mm dia. bamboos (in single line) driven about half-length into the ground side by side, with stout stays at an interval of 1m, 3nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works). (i) With bamboos of length upto 2.00m Item no.-18.37(i)page-337 PWD (WB), Schedule of Rates : 2018 Volume III: Road & Bridge Works.
14Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or aggregates (stone / brick) and sewing as done in case of cement bags ,( tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engineer -in-charge (cost is excluding the cost of any types of filling materials). NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag.
15Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incidental charges etc. all complete (capacity 50 kg).
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