}

Repair Of H . P . Culverts And Damaged Shoulders In Head Quarter Section And Bohani Section Under Sub Division Gadarwara . , NARSINGHPUR-Madhya Pradesh

Public Works Department-PWD has published Repair Of H . P . Culverts And Damaged Shoulders In Head Quarter Section And Bohani Section Under Sub Division Gadarwara . . Submission Date for this Tender is 07-11-2020. Culvert Tenders in NARSINGHPUR Madhya Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

25815001
Repair Of H . P . Culverts And Damaged Shoulders In Head Quarter Section And Bohani Section Under Sub Division Gadarwara .
Open Tender
Indian
Madhya Pradesh
NARSINGHPUR
07-11-2020

Tender Details

Repair Of H . P . Culverts And Damaged Shoulders In Head Quarter Section And Bohani Section Under Sub Division Gadarwara .

Key Value

Document Fees
INR 2000 /-
EMD
INR 20000.0 /-
Tender Value
INR 9.99 Lakhs /-

BOQ Items

Name of Work: Repair of H.P. Culverts and Damaged Shoulders in Head Quarter section and Bohani section Under Gadarawara sub division
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Dismantling of Structures\nDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. [ SOR Item No 2.3\nLime /Cement Concrete [ SOR Item No 2.3i\nCement Concrete Grade M-15 & M-20 [ SOR Item No 2.3iB 67.96 Cum
2 2 Excavation for Structures\nEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in [ SOR Item No 12.1\nOrdinary soil [ SOR Item No 12.1i\nMechanical Means [ SOR Item No 12.1iB\nupto 3 m depth [ SOR Item No 12.1iBi 148.18 Cum
3 3 PCC M-15 in Foundation\nPlain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409. [ SOR Item No 9.1 16.49 Cum
4 4 Laying Reinforced Cement Concrete Pipe NP4/prestrssed\nconcrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. [ SOR Item No 9.2\n1000 mm dia [ SOR Item No 9.2A 40 Metre
5 6 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78 [ SOR Item No 13.10.\nGranular material [ SOR Item No 13.10.A 172.71 Cum
6 7 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900. [ SOR Item No 9.8 22.64 Cum
7 8 Provdiing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . [ SOR Item No 12.8 20.84 Cum
8 9 Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100 kN static weight to meet requirement as per relevant clause of 400. [ SOR Item No 4.13\nHard Shoulders (CBR value >12) [ SOR Item No 4.13B 1381.95 Cum
9 10 Sub Surface Drains with Perforated Pipe\nConstruction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm. Excavated material to be utilised in roadway at site [ SOR Item No 3.14 86 Metre
10 11 Aggregate Sub- Surface Drains\nConstruction of aggregate sub surface drain 300 mm x 450 mm with aggregates conforming to table 300-4, excavated material to be utilised in roadway. [ SOR Item No 3.15 180 Metre
11 12 Kilo Metre Stone\nReinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc [ SOR Item No 8.16\nOrdinary Kilometer stone (Precast) [ SOR Item No 8.16ii 10 Each
12 13 Hectometer stone (Precast) [ SOR Item No 8.16iii 35 Each
13 14 Providing painting, figuring and numbering to culvert upto 6m. Span complete with Synthetic Enamal Paint. [ SOR Item No 10.11\nOne coat on old work. [ SOR Item No 10.11ii 55 Each
14 15 Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for ordinary Km. Stone. [ SOR Item No 10.9\nOne coat on old work. [ SOR Item No 10.9ii 25 Each
15 16 Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 0.2 Km. Stones or Boundary Stones. [ SOR Item No 10.10.\nOne coat on old work. [ SOR Item No 10.10.ii 86 Each
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