}

Repair Work Of Culverts , Mainer Bridge And Km . Hectometer Stones At Narsinghpur Under Sub Division Narsinghpur . , NARSINGHPUR-Madhya Pradesh

Public Works Department-PWD has published Repair Work Of Culverts , Mainer Bridge And Km . Hectometer Stones At Narsinghpur Under Sub Division Narsinghpur . . 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

25815010
Repair Work Of Culverts , Mainer Bridge And Km . Hectometer Stones At Narsinghpur Under Sub Division Narsinghpur .
Open Tender
Indian
Madhya Pradesh
NARSINGHPUR
07-11-2020

Tender Details

Repair Work Of Culverts , Mainer Bridge And Km . Hectometer Stones At Narsinghpur Under Sub Division Narsinghpur .

Key Value

Document Fees
INR 2000 /-
EMD
INR 36000.0 /-
Tender Value
INR 17.85 Lakhs /-

BOQ Items

Name of Work: Repair work of Culverts Mainer Bridge & Km. Hectometre Stone Under sub division Narsinghpur.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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\nManual Means [ SOR Item No 12.1iA\nupto 3 m depth [ SOR Item No 12.1iAi 55 Cum
2 2 Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100. [ SOR Item No 12.3 15 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 5.38 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 20 Metre
5 5 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 48.5 Cum
6 6 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. [ SOR Item No 15.1\nBoulder laid dry without wire crates. [ SOR Item No 15.1A 18 Cum
7 7 Providing 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 [ SOR Item No 15.4\nStone/Boulder [ SOR Item No 15.4A 20 Cum
8 8 Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specificationand as per relevant clauses of section 1900 and 2700. [ SOR Item No 14.8 20 Cum
9 9 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. [ SOR Item No 14.10. 7.6 Cum
10 10 Reinforced cement concrete approach slab (Grade of concrere M 30) including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications. [ SOR Item No 14.11 12 Cum
11 11 Providing and fixing and erecting 40mm dia steel pipe (medium weight) railing in 3 rows on steel channel ISMC-100mmx50mm and 0.95 in height and fixed at 1.8m. center to center and duly painted etc. complete as per standard drawing No.STD-33R, dtd.11.05.1987 of MP Rajya Setu Nirman Nigam Bhopal. [ SOR Item No 14.26 10 Metre
12 12 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications [ SOR Item No 14.4 5 Cum
13 13 Removal of existing cement concrete wearing coat including its disposal complete as per Technical specification without causing any detrimental effect to any part of the bridge structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75\nmm) [ SOR Item No 16.1 6 Sqm
14 14 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 3.15 900 Metre
15 15 Surface Drains in Soil\nConstruction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres as per relevent clauses of section-300. [ SOR Item No 3.13 3500 Metre
16 16 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 290 Cum
17 17 Providing and laying reinforced cement concrete pipe 300mm dia NP-4 for service ducts below concrete pavement. [ SOR Item No 6.13 50 Metre
18 18 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\n5th kilometre stone (precast) [ SOR Item No 8.16i 10 each
19 19 Ordinary Kilometer stone (Precast) [ SOR Item No 8.16ii 50 each
20 20 Hectometer stone (Precast) [ SOR Item No 8.16iii 250 each
21 21 Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 5th Km.Stone [ SOR Item No 10.8\nOne coat on old work. [ SOR Item No 10.8ii 15 each
22 22 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 60 each
23 23 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 280 each
24 24 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 34 each
25 25 Providing painting, figuring and numbering to minor bridges upto 30m. Linear water-way complete with Synthetic Enamal Paint . [ SOR Item No 10.12\nOne coat on old work. [ SOR Item No 10.12ii 12 each
26 26 Providing painting to angle Iron posts of road sign boards\ncomplete with Synthetic Enamal Paint. [ SOR Item No 10.14\nOne coat on old work. [ SOR Item No 10.14ii 112 each
27 27 Providing painting and figuring of road sign boards (excluding posts/kerbs) [ SOR Item No 10.15 112 Sqm
28 28 Embankment Construction with Material Obtained from\nBorrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300. [ SOR Item No 3.10. 645 Cum
29 29 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 210 Cum
30 30 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification [ SOR Item No 15.5 120 Cum
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