Tender For Special Repairs To Balsane Karle Akkalkose Kharde Vikhran Rahimpure Kurukwade Dhamane Lohgaon Road Sh-473 Km.30/00 To 31/500 Tal.Shindkheda Dist.Dhule (Part- Dhamane Village)
Tender Value
1.61 Crore
Estimated cost
Bid Submission
02 Sep 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
shindkheda → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Special Repairs To Balsane Karle Akkalkose Kharde Vikhran Rahimpure Kurukwade Dhamane Lohgaon Road Sh-473 Km.30/00 To 31/500 Tal.Shindkheda Dist.Dhule (Part- Dhamane Village)
BOQ
| Sl. No. | Item Description |
| 1 | Labourchargesforremovinggrass,thorneyshrubs,Junglishrub,Kubabulandalikegrass along roadside making the ground clean by showel and phavaras etc. complete. |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 3 | 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. |
| 4 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at Optimum Moisture Content, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material |
| 5 | 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. |
| 6 | 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. |
| 7 | 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 IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of Ministry of Road Transport & Highway Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 at 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. |
| 8 | Providing and fixing in position Thermo Mechanically Treated Ferrous 500,32 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. |
| 9 | 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. |
| 10 | 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. |
| 11 | Providing,layingandfixingPoly Vinyl Chloridepipeof40 millimetre diameterwithfittingssuchasbends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removingexistingpipelineifnecessaryandconveyingandstackingthesameinPublic works Department chowky or as directed etc. complete. |
| 12 | 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) |
| 13 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 14 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 15 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 16 | 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). |
| 17 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 millimetre, 100 millimetre and 102 +/- 2 millimetre and with minimum reflective area of 13 square centimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 millimetre and height not less than 30+/- 2 millimetre) from the body is to be a minimum value of 500 Kilogram Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 18 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 19 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteinMix-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based Programmable Logic Controller without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand Vertical Shaft Impactor Grade) |
| 20 | Providing and laying in situ /Ready Mixcement concreteMix-20of trap / granite /quartzite/ gneiss metalforReinforced Cement Concrete work in foundationslikeraft,stripfoundations,grillageand footingsof Reinforced Cement Concrete columnsandsteelstanchions etc.including bailingoutwater, Steel centeringformwork,laying/pumpingcover blocks,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical Shaft Impactor Grade) |
| 21 | Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Acquisition enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with fine agreegates of required specifications ( Vertical Shaft Impactor sand finely washed etc ), excluding reinforcement) |
| 22 | ProvidingandlayingCastinsitu/ReadyMixcementconcreteMix-20oftrap/granite/ quartzite/ gneiss metal for Reinforced Cement Concreteslabs andlandingsasper detaileddesigns anddrawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based Programmable Logic Controller without Supervisory Control and Data Acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical Shaft Impactor Grade) |
| 23 | 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. |
| 24 | Providing and laying weep holes of 100 millimetre diameter Poly Vinyl Chloride pipes as per drawing for abutment returns, return walls etc. Complete. |
| 25 | 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 |
| 26 | CementStandard consistency fineness, specific gravirty, setting time (initial & final), complressive strength, soundness |
| 27 | Cement Concrete Compressive strength of cement concrete cube (set of 3 cubes) |
| 28 | Concrete mix design by normal method (with all tests on basic materials) |
| 29 | Steela) Upto 16 millimetre (set of 3 bars) |
| 30 | b) Above 16 millimetre (set of 3 bars) |
| 31 | Sanda) Fineness modulus, silt and clay test |
| 32 | Crushed metaa) Water Absorption, Specific Gravity,Impact Value/Crushing Value. |
| 33 | b) Sieve analysis |
| 34 | c) Flakiness index & Elongation index |
| 35 | Murumh) (Gradation) Sieve analysis |
| 36 | i) Plasticity Index value |
| 37 | Concrete corei) Taking of core samples in concrete pavement (excluding dead journey) |
| 38 | ii) Dead journey charges for core |
| 39 | Royalty charges for Sand |
| 40 | Royalty charges for other materials |
AI Tender Summary
Tender Timeline
Aug 26, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 04, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender