Tender For Cc Road Work From Government Hospital Chhapar To Railway Station Chhapar Towards Bhediya Quarter.
Tender Value
86.34 Lakhs
Estimated cost
Bid Submission
23 Dec 2024
0 days left
EMD
1.72 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
ratangarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Cc Road Work From Government Hospital Chhapar To Railway Station Chhapar Towards Bhediya Quarter.
BOQ
| Sl. No. | Item Description |
| 1 | राजकीय चिकित्सालय छापर से रेलवे स्टेशन छापर की तरफ भेड़िया क़वार्टर तक सीसी सड़क कार्य |
| 2 | PART - A - EW & DISMANTLING WORK |
| 3 | Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means : Granular courses |
| 5 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 7 | PART - B - GSB & WMM WORK |
| 8 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401.For Grading IIIMaterial |
| 9 | Construction of dry lean cement concrete sub-base over apreparedsub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm ,aggregate cement ratio not to exceed 15:1,aggregate gradation after blending to beasper Table600-1,cement content not to be less than 150Kg/Cum, optimum moisture content to be determined during trial length construction,concrete strengthnot to be les sthan10Mpa at 7days,mixedinabatchingplantaspermixdesign, transportedtosite, laid with a hydrostaticpaverwithelectronicsensor,compactingwith8-10 tonne vibratory roller, finishing and curing complete as per MoRTHspecification clause 601. |
| 10 | PART - C - INTERLOCKING BLOCK & CC PAVEMENT WORK |
| 11 | Constructionof un-reinforced,doweljointedatexpansionandconstructionjointonly,plaincement concretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementorany othertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laidinapprovedfixedside formwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formworkasper drawing),spreading the concrete with shovels,rakes, compacted usingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionof contractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealant,dowelbars, nearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 12 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and materials conforming to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category \"B\" : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 13 | PART - D - DRAIN WORK |
| 14 | Earthworkin excavation forstructuresasper drawingand MoRTHspecificationsClause304.1 including settingout,constructionofshoringandbracing,removalofstumpsandotherdeleteriousmaterialand disposaluptoaleadof50m,dressingofsidesandbottomandbackfillingintrencheswithexcavated suitablematerial. Ordinary soil Upto 3 m depth |
| 15 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 |
| 16 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as perdrawing and MoRTH specifications Clauses 1300, 2102 & 2104.Brick masonry in cement-lime-mortar (1:0.5:4.5) |
| 17 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 |
| 18 | for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 19 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.600 mm dia |
| 20 | PART - E - ROAD FURNITURE WORK |
| 21 | Providing and fixing ofretro-reflectorised cautionary,mandatory and informatory sign as per IRC:67madeofencapsulatedlenstypereflectivesheetingvideClause801.3.1fixedover aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 600 mm equilateral triangle |
| 22 | 600 mm circular |
| 23 | Providinganderectingdirectionandplaceidentificationretro-\reflectorisedsignasper IRC:67madeofencapsulatedlenstypereflectivesheetingvideClause801.3.1,fixedover aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mmx 6 mm, 2 Nos. firmly fixed to the ground by meansof properly designedfoundationwithM-15gradecementconcrete450mmx450mmx600mm,600 mm below ground level as per approved drawing and MoRTH Specification Clause 801 |
| 24 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 25 | ProvidingandfixingMukhyaMantriSadakYojana/MahatmaGandhiRajyaSadakYojanainformatory signboardwithlogoforroadsfundedbyStateroadfundhavingM.S.Definitionplateof1.60mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast includingpaintlogoasperapproveddesignandcolours.Thelogoshallbemadeoutof1.6mmthick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45cmx60cm,60cmbelowgroundlevel includinglettering/writingandpaintingetc.completeinall respect.as per MoRTH Specification Clause 801. |
| 26 | Constructionof Foundation / Inaugration Pedastal in 23 cm thickBrick masonry in CM 1:4ofsize1.20mx1.80mabovegroundlevelwithadequatefoundationincluding providingandfixingofGranitestoneofsize0.75mx0.60mwith engravinglettersand figures,cementplaster,whitewashingetc.completeasperdirectionofEngineerincharge. |
| 27 | पुरानी मोटर गैराज छापर से दधिमाता मंदिर होते हुए रतनगढ़ रोड एस एच 07 तक डामरीकरण कार्य |
| 28 | Part A |
| 29 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate. By manual means. |
| 30 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 31 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 32 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means Bitumen (VG-30) |
| 33 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Bitumen (VG-30) |
| 34 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect. |
| 35 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 36 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 37 | Providing and fixing PVC Bump Speed Breakers size 350mmx250mmx50mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
AI Tender Summary
Tender Timeline
Dec 16, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedDec 23, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 24, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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