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Tender For Construction Of Box Cell Culvert (3/33/3M Size) Over Local Nala Near Bhagalpur Bus Stand (Basukinath) Under Non Plan (Shrawani Mela 2024) For The Year 2024-25., dumka-Jharkhand

Road Construction Department has published Tender For Construction Of Box Cell Culvert (3/33/3M Size) Over Local Nala Near Bhagalpur Bus Stand (Basukinath) Under Non Plan (Shrawani Mela 2024) For The Year 2024-25.. Submission Date for this Tender is 16-05-2024. Culvert Tenders in dumka Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

43342679
Tender For Construction Of Box Cell Culvert (3/33/3M Size) Over Local Nala Near Bhagalpur Bus Stand (Basukinath) Under Non Plan (Shrawani Mela 2024) For The Year 2024-25.
Open Tender
Indian
Jharkhand
dumka
16-05-2024

Tender Details

Construction Of Box Cell Culvert (3/33/3M Size) Over Local Nala Near Bhagalpur Bus Stand (Basukinath) Under Non Plan (Shrawani Mela 2024) For The Year 2024-25.

Key Value

Document Fees
INR 10000 /-
EMD
INR 200000.0 /-
Tender Value
INR 99.91 Lakhs /-

BOQ Items

Name of Work :- Construction of Box Cell Culvert (3/33/3m Size) over Local Nala near Bhagalpur Bus Stand (Basukinath) under Non Plan (Shrawani Mela 2024) for the year 2024-25.
Sl. No. Item Description
1E/W in excavation of foundation trenches in ordinary soil -do-do-all complete jobRCD SOR - 12.01I B i
2providing P.C.C. M15 with nominal mix (1:2:4) in levelling course in foundation-do-do all complete jobRCD SOR - 12.08 A case II
3Providing RCC M25 mechanicallly mixed concrete in substructure with graded stone aggregate 20mm nominal size nd clean coarse sand of FM 2 and above etc. all complete job as per design/ drawing and technical specifications and MORT&H specifications, clauses and other relevant clauses and direction of E/I.( excluding cost of reinforcement and it"s cutting, bending, binding etc.)RCD SOR - 13.05 F p
4Providing PCC M20 mechanicallly mixed concrete in substructure with graded stone aggregate 20mm nominal size nd clean coarse sand of FM 2 and above etc. all complete job as per design/ drawing and technical specifications and MORT&H specifications, clauses and other relevant clauses and direction of E/I. RCD SOR - 13.05 B p
5Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding. Rubble stone laid in cement mortar 1:3RCD SOR - 16.08 A
6Flexible Apron :Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. RCD SOR - 16.11
7Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. (Wing wall + R/Wall)RCD SOR - 13.09 A
8Providing filter media with stone metal grade-III conforming to MORT&HTable 400-7,free from grass,dirt and debrisand other loose and deleterious materials likely to deteriorate,,providing light,barrier,danger signals,choukidar,making and maintaining diversion,traffic regulation incidental charges,all taxes and royalty etc.all complete job as per design/drawing and technical specification and MORT&H specification clause 305 and other relevant clauses and direction of E/IRCD SOR - 13.1
9Providing weep holes in PCC/RCC in abutment, wing wall, return wall with 100mm dia A.C. pipes, collar, M.S. clamps including all cost of materials and labour etc. all complete job as per design / drawing and technical specifications and MORT&H specifications clause 305 and other relevant clauses and direction of E/I. RCD SOR - 13.08
10Providing HYSD bars in all types of RCC works in Girder, Deck Slab,Bed,Block,Abutment, Return Wall ,Pier shaft,abutment Cap, pier cap including cutting to sizes,bending,binding,placing in position on cement cubes with cost of all materials, labour,tools and plants,all taxes, handling materials at site and incidental charges,all complete job as per design/drawing and technical specification and MORT&H specificationsclauses and other relevant clauses and direction of E/IRCD SOR - 13.06
11Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/BoulderRCD SOR - 16.04 A
12Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specificationRCD SOR - 16.05
13Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)RCD SOR - 8.23 A
14Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with Reinforced Cement Concrete with HYSD reinforcement conforming to MoRT&H specification and as per details given IRC-5 (Fig.-5, b) including dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board etc., as perapproved drawing and at locations directed by the Engineer, all as specified. (Area- 0.243 sqm./meter, single face) M 25 grade concreteRCD SOR - 16.08 A
15Providing P.C.C.M10 with nominal mix (1:3:6) in foundation -do-do-all complete as per specification and direction of E/IRCD SOR - 12.04
16Providing R.C.C.M20 in Foundation -do-do- all completeRCD SOR - 12.08 C case II
17Providing R.C.C.M20 in substructure -do-do- all completeRCD SOR - 13.05 E p
18Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.RCD SOR - 12.42
19GST
20Labour Cess
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