Tender For Construction Of Concrete Road And Drain To Sh-4 To Bhampur Jalod Road Mdr-3 Km.0/300 To 0/750 (Sect.- Length In Village Nave Bhampur) Tal.Shirpur Dist.Dhule
Tender Value
2.02 Crore
Estimated cost
Bid Submission
27 Aug 2024
0 days left
EMD
1.50 Lakhs
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shirpur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Concrete Road And drain To Sh-4 To Bhampur Jalod Road Mdr-3 Km.0/300 To 0/750 (Sect.- Length In Village Nave Bhampur) Tal.Shirpur Dist.Dhule
BOQ
| Sl. No. | Item Description |
| 1 | Labourchargesforremovinggrass,thorneyshrubs,Junglishrub,Kubabulandalikegrass along roadside making the ground clean by showel and phavaras etc. complete. |
| 2 | Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 meter and spreading for embankment or stacking as directed. |
| 3 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paveron prepared surface, mixing by mix in place method with rotavator at Optimum Moisture Content, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material |
| 4 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate (natural sand / Vertical Shaft Impactor grade finely washed crushed sand) conforming to Indian Standard: 383, the size of coarse aggregate not exceeding 25 millimetre, cement content not to be less than 150 kilogram per cubic metre, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant / Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor / by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. With fully automatic microprocessor based Programmable Logical Control without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. |
| 5 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to Indian Standard 3395 : 1997 below concrete pavement including all materials and labour complete. |
| 6 | Providing and laying in-situMix-40 Grade unreinforced plain cement concretepavementover a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ Vertical Shaft Impactor grade finely washed crushed sand) conforming to Indian Standard 383, using fine and coarse aggregates combined gradationas per Table 600-3 of Ministry of Road Transport & Highway Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcheras per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 about 0.6 meter x 0.6 meter centre to centre, admeasuring 80 millimetre at bottom and 40 millimetre at top withdepth of 75 millimetre and maintaining the same throughout curing period by any other method approved by Engineer-in-charge. with fully automatic micro processor based Programmable Logic Control without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer / concrete Batch mix plant (Pan mixer) etc. complete. |
| 7 | Providing and fixing in position Thermo Mechanically Treated Ferrous 500, 25 millimetre diameter dowel bars precoated with anticorrosive epoxy paint of required diameter 60 centimetres long and at 30.00 centimetre centre to centre and wherever directedincluding handling, straightening, necessary cutting supported by Thermo Mechanically Treated Ferrous 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 8 | Providing and fixing in position Thermo Mechanically Treated Ferrous 500, tie bars precoated with anticorrosive epoxy paint of 12 millimetre diameter 70 centimetres long and at 30.00 centimetre centre to centreand wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of Thermo Mechanically Treated Ferrous 500, chairs with proper alignment etc. complete. |
| 9 | Cutting transverse contraction joints 3 to 4 millimetre wide and depth 60 millimetre .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 millimetre wide at top having depth of 15 millimetre as directed by Engineer incharge. |
| 10 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 to 4 millimetre joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints (15 millimetre deep x 8 millimetre wide) |
| 11 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 12 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 13 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 14 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade / colour of 2.5 millimetre thick includingreflectorizing glass beads at 250 gram per square metre. Thickness of 2.5 millimetre is exclusive of surface applied glass beads as per Indian Road Congress 35:2015. Initial Dry reflectivity RL shall be > 250 mcd / square metre / lux measured in the initial 7 day sand sustained reflectivity RL of 100 mcd / square metre / lux and Qd of 100 mcd / square metre / lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to Indian Road Congress 35:2015 clause15.5. The finished surface tobe level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer Ministry of Road Transport & Highway Clause 803 fortechnical Specification and Performance for Indian Road Congress 35:2015). |
| 15 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. ( By Mechanical Means) |
| 16 | Providingdry/trap/granite/quartzite/gneissrubblestonesoling 15 centimetre to20 centimetre thick including hand packing and compacting etc. complete. |
| 17 | Providing and laying in situ / ready mix cement concrete of Mix-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer without Supervisory Control and Data Acquisition with fine agreegates of required specifications (Natural sand / Vertical Shaft Impactor sand finely washed etc ) |
| 18 | Providing cast in situ / ready mix Mix-20 grade cement concrete for head walls of Cross Drainage work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)without Supervisory Control and Data Acquisition |
| 19 | Providing and fixing in position Thermo Mechanically Treated - Ferrous - 500 bar reinforcement of various diameters for Reinforced Cement Concretepilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 20 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20 meter x 0.90 meter size made out 18 gauge (1.25 millimetre) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on Mild steel angle of size 35 x 35 x 3 millimetre frame with properly cross braced Mild steel angles of size 35 millimetre x 35 millimetre x 3 millimetre duly painted including Two Mild steel angle iron posts of size 65 millimetre x 65 millimetre x 6 millimetre, 3.65 meter long painted with alternate black and white bands of 25 centimetre width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 centimetre x 60 centimetre x 75 centimetre including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 21 | Cement Standard consistancy, fineness, specific gravity, setting (initial & final), compressive strength |
| 22 | Cement concreteCompressive strength (kilogra per square metre) |
| 23 | Concrete mix design (with all test on basic test) for cement concrete mix-40 |
| 24 | Steela) Upto 16 millimetre (Set of 3 bars) (Tensile strength) |
| 25 | b) Above 16 millimetre (set of 3 bars) |
| 26 | SandFineness Modulus (seive analysis) silt and clay content |
| 27 | Crushed metaa) Water Absorption, Specific Gravity,Impact Value/Crushing Value. |
| 28 | Crushed metala)Water absorption |
| 29 | d) Flakiness Index & Elongation Index. |
| 30 | Muruma) (Gradation) seive analysis |
| 31 | Concrete coreTaking of core samples in concrete pavement (excluding dead journey charges) |
| 32 | Dead Journey charges for core |
| 33 | Royalty charges for Sand |
| 34 | Royalty charges for other materials |
AI Tender Summary
Tender Timeline
Aug 20, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 27, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 29, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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