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Tender For Repair Of 2 No Cd Work Near Morla Village On Todaraisingh Sh-116 To Rly Station-Sanwariya- Jharli - Lambaharisingh - Morla - Nagar Upto District Border Ajmer Road (Mdr-308), malpura-Rajasthan

Public Works Department-PWD has published Tender For Repair Of 2 No Cd Work Near Morla Village On Todaraisingh Sh-116 To Rly Station-Sanwariya- Jharli - Lambaharisingh - Morla - Nagar Upto District Border Ajmer Road (Mdr-308). Submission Date for this Tender is 02-08-2023. Drainage Tenders in malpura Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

38738723
Tender For Repair Of 2 No Cd Work Near Morla Village On Todaraisingh Sh-116 To Rly Station-Sanwariya- Jharli - Lambaharisingh - Morla - Nagar Upto District Border Ajmer Road (Mdr-308)
Open Tender
Indian
Rajasthan
malpura
02-08-2023

Tender Details

Repair Of 2 No Cd Work Near Morla Village On Todaraisingh Sh-116 To Rly Station-Sanwariya- Jharli - Lambaharisingh - Morla - Nagar Upto District Border Ajmer Road (Mdr-308)

Key Value

Document Fees
INR 500 /-
EMD
INR 42920.0 /-
Tender Value
INR 21.46 Lakhs /-

BOQ Items

Name of Work : Repair of 2 No CD work near Morla village on Todaraisingh SH-116 to RLY station-Sanwariya-Jharli-Lambhaharisingh-Morla-Nagar upto District Border Ajmer Road (MDR-308)
Sl. No. Item Description
1Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.
2Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305.
3Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304]In ordinary Soil [MoRTH Specification : Clause : 301]Depth up to 3m
4Providing and laying mechanically mixed and vibrated Cement Concrete in foundation up to a depth of 1.5 meters below ground level and 1.50 meters above Ground/Bed level.[MoRTH Specification : Clause 1000/1700] Cement concrete 1:4:8 mix crushed stone aggregates 40mm nominal size.
5Providing and laying Plain cement concrete M15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in foundation up to a depth of 1.50 below Ground level and or 1.50 meters above ground/bed level.
6Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material 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 Clause 2905. 1000 mm dia
7Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means with lead up to 20 km For Grading I Material
8Providing, laying, spreading and compactingstone aggregate forWet Mix Macadam (as per table 400-10 and 400-11) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406) by mechanical means with lead up to 20 Km.
9Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane (125 micron), sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound including vaccume dewatering process, finishing to lines and grades as per drawingCC design mix grade M30
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