Construction Of Submersible Bridge At Ch 2+630 Toranwada Medshing Dumaroadtq Chikhali D Dist Buldhana
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Bid Submission
14 Aug 2024
0 days left
EMD
8.05 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
chikhali → Maharashtra
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Not Available
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Not Available
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Project Description
Construction of submersible bridge at ch 2+630 Toranwada Medshing DumaRoadTq Chikhali d Dist Buldhana
BOQ
| Sl. No. | Item Description |
| 1 | Construction of submersible bridge at ch 2+630 Toranwada Medshing DumaRoadTq Chikhali d Dist Buldhana |
| 2 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.1 and 300.2 as per technical specification clause 301.5 (SOR. Item No. 3.3) |
| 3 | 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 Technical Specification Clause 301.5 (SOR. Item No. 3.4 A) |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (SOR. Item No. 3.5 (II) |
| 5 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (SOR. Item No. 3.14) |
| 6 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502(SOR. Item No. 5.1 I) |
| 7 | Construction of Granular sub-baseby providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, etc complete as per Technical Specification Clause 401. Grading II material (SOR. Item No. 4.1 (II)) |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound MacadamGrade 2 specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 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 densityas per Technical Specification Clause 405. (SOR. Item No. 4.8 2(B). By Mechanical Means. |
| 9 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with80-100 kN vibratory 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 3 as per Technical Specification Clause 405.(SOR. Item No. 4.8 3(B). By Mechanical Means. |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (SOR. Item No. 5.2(ii)). |
| 11 | DENSEBITUMINOUSMACADAM:--Providingandlayingdensebituminousmacadamusingcrushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of totalmixandfiller,transportedatsite withVTS,laidoverapreviouslypreparedsurface ,finishedtothe required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27-2009specifiedconditionsandattachmentssuchaselectronicloadsensorbasedbeltconveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mixplant,Sensorpaver,andVibratoryrollerexcludingprime/Tackcoatetc.complete--BitumenVG-30 grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 12 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker andlaidtorequiredlevelandslopeaftercleaningthesurfaceincludingprovidingantiskidsurfacewith bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 Square Metre and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to 4mm over mastic surface as per clause 515 etc. complete.(PWD SOR 21-22 Item No. 14.55a / Pg No.) |
| 13 | 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 Technical Specification Clause 508.(PMGSY SOR Item No. 5.9 (I) / P.No. 29)Bitumen (S-65)VG-30 |
| 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type Bas per Technical Specification Clause 510 (B) By Mechanical Means with paver finisher Case - II:Type B (I) Bitumen (S-65)VG-30 (SOR.Item No. 5.12) |
| 15 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube.All M.S. will be stove enameled on both sides.Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1(SOR.Item No. 10.16 A) Retro Reflective sheeting Class-A |
| 16 | Providing and fixing a typical PMGSY Citizen information board as per specification provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. CMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (SOR.Item No. 10.16 (A) A) Retro Reflective sheeting Class-A |
| 17 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2(SOR.Item No. 10.2 (B) i) 900 mm equilateral triangle |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701 (SOR Item No 10.2) |
| 19 | Painting lines, dashes, arrows, etc. on roads in two coatson new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702(SOR.Item No. 10.8) |
| 20 | Reinforced cement concrete M-15 grade Boundary Pillar/ Local Stone of standard design as per IRC: 25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. (SOR.Item No. 10.11) |
| 21 | 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 1106. (B)1000 mm dia(SOR.Item No. 9.3 (B)) |
| 22 | Providing and laying filter material underneath pitching in slopescomplete as per drawing and technical specification clause 1302 |
| 23 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (SOR.Item No. 14.5 i) |
| 24 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. (SOR.Item No. 11.1 (I) (ii) Ordinary Soil Upto 3m depth. |
| 25 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. II) Ordinary rock ( blasting prohibited) (SOR.Item No. 11.1 (II) |
| 26 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during andafterexcavationasmayberequiredbyusing3.0BHPpumpetc.complete. (PWD SSR Item No 12.2 Pg No. 46) |
| 27 | Filling in foundation trenches as per drawing andtechnical specification Clause 305.3.9.ISand filling(SOR.Item No. 11.2 I) |
| 28 | Providing uncoursed rubble stone masonry of trap/ granite/ quartzite/ gneiss metal in CM 1:5 for foundation of piers, abutments, wings etc. including bailing out ofwater, striking joints, scaffolding andwatering etc.complete. (PWD SSR Item No 12.27 Pg No. 65) |
| 29 | Filling annular space around footing in rock as per technical specification Clause 1203.4.3. PCC Grade M-15 (SOR.Item No. 11.3) |
| 30 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203( I ) P.C.C grade M 10(I) Nominal mix (1:3:6)(SOR.Item No. 11.4 I (i)) |
| 31 | Providing concrete for plain/reinforced concrete infoundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 . ( II )P.C.C grade M 15 (I) Nominal mix (1:2.5:5)(SOR.Item No. 11.4 II (i)) |
| 32 | Providing concrete for plain/reinforced concrete in foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. IV.) R.C.C grade M 30(SOR.Item No. 11.4 V) |
| 33 | Providingandlaying insitu/ready mixcontrolledM-30cementconcreteof oftrap/granite /quartzite/ gniessmetalforreinforcedcementconcrete capsover piersandabutmentsincluding necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) (PWD SSR21-22 Item No. 17.54/ P.No. ) R.C.C Grade M-30 |
| 34 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204IV) PCC Grade M-20(SOR.Item No. 12.5 IV) |
| 35 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneissmetal forcastincituR.C.C.solid piers,columnetc. including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting byvibrating andcuring complete. Including plywood/steel formwork,centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra.iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.(PWD SSR 2022-23Item No. 17.49 Pg No. )R.C.C grade M 30 |
| 36 | Ht up to 5.0m to 7.50 m |
| 37 | Ht up to 7.50 m to 10.0 m |
| 38 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in main/ cross girders, diaphrams etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcementetc. complete. (with fully automatic micro processorbasedPLCwithSCADAenabledconcretebatchmixplant/panmixerandfineagreegatesof required specifications ( VSI sand finely washed etc )i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra over basic rate.iii) Height 7.50 to 10 m, 7.50 percent extra.iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. |
| 39 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 (b) P.V.C. pipe 100 mm dia (SOR.Item No. 12.9) |
| 40 | Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GIpipe at bottom as per drawing etc. complete. (PWD SSR 21-22 Item No. 14.41 Pg No.) |
| 41 | Drainage spouts complete as per drawing and technical specifications Clause 1209(PMGSY SOR 21-22 Item No. 13.10 Pg No. ) |
| 42 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 III R.C.C M 30 (SOR.Item No. 13.1 III) |
| 43 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to beinstalledbythemanufacturer/suppliertotheirauthorizedrepresentativeensuringcompliancetothe manufacturers instruction for installation as per approved drawings and standard specifications etc. complete. |
| 44 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (SOR.Item No. 11.8) |
| 45 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (SOR.Item No. 12.7) |
| 46 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (SOR.Item No. 13.3) |
| 47 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specificationClause 1204.3.8 (SOR.Item No. 12.11) |
| 48 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8i) Granular Material(SOR.Item No. 12.10 I) |
| 49 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area,thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes. Complete. |
| 50 | Providing Vertical Delineator having wide angle cube corner micro prismatic non metallic reflective sheeting confirmingtoTypeXIofASTMD4956-09 withWhiteColorandRedColorcombinationandhaving minimum of retro reflective exposed area of 125 Sq CM on top slots and 35 Sq CM on bottom slots and no edges shall be exposed for tampering. This tubular delineator shall have a core and shell construction, shell shall be made of tough, high impact resistant, injection-molded, thermoplastic outer body and the inner core shallconsistof powdercoated orpaintedMildsteel ofminimum thickness1.0mm.andcore-shellstructure shall be of height not less than 800 mm above the ground and width not less than 80 mm. The metallic core of thedelineatorshallextend300mmbeyondtheshelllengthfrombottomforinstallingintheground.The extendedportionshallhave slotsto insertanchoring rodsfor enhancing the concrete grip. The logo ofthe manufacturer shall be embossed on either side of the body in the injection molding process. The engineering thermoplasticusedformakingthedelineatorbodyshallhaveminimuminitialmechanicalpropertiesof600J/m tested in accordance with ASTM D256 and shall retain at least 70% of these minimum initial values(PWD SSR Item No. 6.14Pg No.) |
| 51 | Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor\"s labour, deflection measuring instruments, loading materials,recordingandanalyzingtheloadtestingresultsincludingallleadsandliftsetc.completeas required.The ratesare allinclusive andwillbe paidafter loadtest isfinishedandgirder iscleared ofthe kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity upto 800.00 mt.)(PMGSY SOR 21-22 Item No. 17.73 Pg No.) |
| 52 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W \"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"(PMGSY SOR Item no. 16.16 / Pg No.62 ). |
| 53 | Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed withR.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 anddowelbars25mm dia,450mm long atexpansionjointsfilledwithpre-mouldedasphaltfillerboard, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DOIIIdated24June1994asperdimensionsintheapproveddrawingandat locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No360 (PWD SSR 21-22 Item No. 7.37 Pg No.) |
| 54 | supplying fitting in position true to line and level elastomatic bearing confirming to IRC 83(PartII) section IX Complete Including all accessories as per drawing and technical specification clause 1207.10 |
AI Tender Summary
Tender Timeline
Aug 09, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 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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