Tender For Improvement To Rewadi To Rudane Road Vr-76 Km 0/00 To 4/00 Tal. Shindkheda, Dist. Dhule
Tender Value
1.36 Crore
Estimated cost
Bid Submission
13 Aug 2024
0 days left
EMD
1.37 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
Improvement To Rewadi To Rudane Road Vr-76 Km 0/00 To 4/00 Tal. Shindkheda, Dist. Dhule
BOQ
| Sl. No. | Item Description |
| 1 | Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alike grassalong roadside making the ground clean by showel and phavaras etc. complete. |
| 2 | Excavationforcatch/side watergutterinallsortsofsoilsto thespecifiedsectionincluding stackingthe excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 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 | Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50 meter including all lifts, laying in layers of 20 centimeter to 30 centimeter thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from departmental Land) |
| 5 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 meter, not less than 97 % of standard Proctor density after laying them in layers of 20 centimeter to 30 centimeter with vibratory roller. |
| 6 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means - Grading I(Using Screening Type A (13.2 millimeter Aggregate) |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II(Using Screening Type B (11.2 millimeter) Aggregate) |
| 8 | Providing and constructing 75 millimeter thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 millimeter. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying thebitumen of specified grade @ 2 Kilogram per square meter, spreading 12 millimeter size chips compacting with three wheel static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 9 | Providing and constructing 50 millimeter thickModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40millimeter stone layers metal 100%crusher broken metal with conical crusher palnt, heating and spraying the bitumen of specified grade @ 1.75 kKilogram per square meter, spreading 12 millimeter size chips compacting with Static roller having weight 8 to 10 Metric Tonne to achive the desired degree of compaction as per Technical Specification Clause 506 etc.complete, including applying tack coat at the rate of 0.30 Kilogram per square meter on existing bitumen surface. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 10 | Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet (OGC) 20 millimeter thickness composed of 13.2 millimeter to 5.6 millimeter aggregates premixed with bituminous binder transported to site with Viscosity temperature susceptibility (VTS) , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction but including tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kilogram per 10 square meter For Bitumen of specified grade--USING drum mix type hot mix plant without Supervisory control and data acquisition (SCADA), Paver and Vibratory roller ( Over ModifiedPenetration Macadam Surface) (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 11 | Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials and bitumen of specified gradepreparing existing road surface, heating and applying bitumen @ 0.98 Kilogram per square meter by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 Metric Tonne. etc. complete. (Viscosity Grade-30 bulk bitumen rates are considered to arrive at rates) |
| 12 | Supplying hard murum/ kankar at the road site, including conveying and stacking complete. |
| 13 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 14 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 15 | 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 American Society for Testing and materials D 4280 Type H and complying to Specifications of Category A of Ministry of Road Transport and Highways Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 millimeter, 100 millimeter and 102 +/- 2 millimeter and with minimum reflective area of 13 square centimeter 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 millimeter and height not less than 30+/- 2 millimeter) 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. |
| 16 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 millimeter thick including 1.5 Refractive index reflectorizing glass beads @ 250 gram per square meter .Thickness of 2.5 millimeter is exclusive of surface applied glass beads as per Indian Road Congress 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcandela per square meter per lux and Qd of 100 mcandela per square meter per 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 clause 15.5. The finished surface to be 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 and Highways Clause 803 for technical Specification and Performance for Indian Road Congress 35:2015). |
| 17 | Providing and laying cement concrete pipe of Indian Standarad 458:2003 Non Pressure-2 class of 600 milimeter diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete. |
| 18 | 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 milimeter)thickmildsteelsheetpaintedwithonecoatofZincchromatestovingprimerandtwocoatsof enamelpaintonfrontside andgreystove enamelonbackside andborder/messages/symbolsetc.with approved colour shade paint complete, on Mild Steel angle of size 35 x 35 x 3 milimeter frame with properly cross braced Mild Steel angles of size 35 x 35 x 3 milimeter duly painted including Two Mild Steel angle iron posts of size 65 x 65 x 6 milimeter, 3.65 meter long painted with alternate black and white bands of 25 centimeter width including all fixtures etc.andfixingtheboardsin1:4:8concreteblockofsize60centimeterx60centimeterx75centimeterincluding,excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 19 | 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 |
| 20 | Construction of dry lean cement concrete Sub- base over aprepared sub-gradewith 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 millimeter, cement content not to be less than 150 kilogram per cubic meter, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mega Pascal 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 byEngineer-in-charge , compacting withvibratory roller, finishing,curing andincluding preparation of sub-grade surface if required etc. complete.with fully automatic micro processor based Programable logic controller without Supervisory control and data acquisition (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. |
| 21 | 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 |
| 22 | 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 and Highways 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 @0.6 meter X 0.6 meter centre to centre, admeasuring 80 millimeter at bottom and 40 millimeter at top withdepth of 75 millimeter and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.with fully automatic micro processor based Programable logic controller without Supervisory control and data acquisition (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. |
| 23 | Providing and fixing in position Thermo Mechanically Treated FE 500,32 millimeter diameter dowel bars precoated with anticorrosive epoxy paint of required Diameter 60 centimeter Long and at 30.00 centimeter centre to centre and wherever directedincluding handling, straightening, necessary cutting supported by Thermo Mechanically Treated FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 24 | Providing and fixing in position Thermo Mechanically Treated FE 500, tie bars precoated with anticorrosive epoxy paint of 12 millimeter diameter 70 centimeter long and at 30.00 centimeter 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 FE 500, chairs with proper alignment etc. complete. |
| 25 | Cutting transverse contraction joints 3 to 4 millimeter wide and depth 60 millimeter .in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay per slab etc. complete including subsequent widening of the groove 8 to 10 millimeter wide at top having depth of 15 millimeter as directed by Engineer incharge. |
| 26 | Providing,layingandfixingP.V.C.pipeof40 millimeter Diameterwithfittingssuchasbends,tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removingexistingpipelineifnecessaryandconveyingandstackingthesameinPublic Works Department chowky or as directed etc. complete. |
| 27 | Providing to contraction joints polysuphide sealent (Pouring grade) confirming to British Standards : 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 meter One Metric Tonneo 4 millimeter. 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 millimeter deep x 8 millimeter wide) |
| 28 | 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 (SCADA) enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand Vertical shaft Impactor Grade) |
| 29 | Providing and laying in situ /Ready Mixcement concreteMix-20of trap / granite /quartzite/ gneiss metalfor Reinforced Cement Concretework infoundationslikeraft,stripfoundations,grillageand footingsofReinforced Cement Concretecolumnsandsteelstanchions etc.includingbailingoutwater, Steel centeringformwork,laying/pumpingcoverblocks,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 (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical shaft Impactor Grade) |
| 30 | Providing and laying in situ / ready mix controlled grade of Mix-20 of trap /granite /quartzite /gneiss metal for Reinforced Cement Concrete 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 (SCADA 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) |
| 31 | 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 (SCADA) enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand Vertical shaft Impactor Grade) |
| 32 | Providing and fixing in position Thermomechanically Treated - FE - 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. |
| 33 | Royalty charges For Sand (Royalty + Surcharge(2%) + District mineral foundation cess (10%)211.95 + 4.23 + 21.19 = Rs. 237.37 per Cu.m. |
| 34 | Royalty charges For other naterial (Murum/Rubble) (Royalty + Surcharge(2%) 211.95 + 4.23 = Rs. 216.18 per Cu.m. |
| 35 | Water absorption, Specific gravity, Impact value / Crushing value |
| 36 | Sieve Analysis (Crushed metal) |
| 37 | Flakiness index & Elongation index |
| 38 | Stripping value |
| 39 | Standard Consistency Fineness, Specific Gravity, Setting Time( Initial & Final), Compressive Strength, Soundness |
| 40 | Compressive strength of Cement Concrete Cube (Set of 3 cubes) (For Mix-10, Mix-20, Mix-40) |
| 41 | Concrete Mix Design by Normal Method (With all Tests on basic materials ) |
| 42 | Granular Sub Base Mix Design |
| 43 | Sieve Analysis, Silt and Clay test (Sand) |
| 44 | Silt factor (Sand) |
| 45 | (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Upto 16 mm (Set of 3 Bars) |
| 46 | (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) Above 16 mm (Set of 3 Bars) |
| 47 | (Gradation) Seive analysis (Murum) |
| 48 | Liquid limit and Plastic Limit (Murum) |
| 49 | Liquid limit and Plastic Limit (Murum) |
| 50 | Penetration, Softening point, Flash & Fire point, Specific Gravity |
| 51 | Ductility test |
| 52 | Extraction test and Seive Analysis (for 20 millimeter Open Graded Carpet) |
AI Tender Summary
Tender Timeline
Aug 07, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 13, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 16, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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