BEEADBBR02

Amount

Construction and five year routine maintenance of Submersible bridge @ Ch 0/400 MSH 16 to Khadakwadi Tq. Patoda Dist- Beed

Earthwork in excavation for structures in Ordinary soilas per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps deleterious material and disposal upto a lead of 50 m, dressing of and other sides and bottom and backfilling in trenches with excavated suitable material. ( i ) Upto 3 m depth

( iv ) 3 m to 6.0 m By Mechnical Means

Dewatering including diversion of stream, providing cofferdams, bunds, etc. as may be necessary for foundation and other parts of the work and bailing out water during and after excavation as required. ( B ) For Raft Foundation ( B 1 ) For Raft with cut off in Sandy strata

( C ) For Apron with curtain wall (C 1) All type of strata ii ) Medium Dewatering

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand Filling

II. Rubble Filling

Providing concrete for P.C.C. Grade M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Providing and laying in situ/ ready mix controlled grade of M-30 of trap/ granite/ quartzite/ gneiss metal for RCC works in cutoff walls/ curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (Natural sand/ VSI sand finely washed etc), excluding reinforcement)

Providing and laying in situ/ ready mix RCC M-30 concrete controlled reinforcedcement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant/ pan mixer with fine agreegates of required specifications etc. complete. (excluding reinforcement). a)RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer)

Supplying, fitting and placing TMT bar reinforcement in foundation complete

Providing pressure relief pipes 100mm dia in bottom slab of box cell on filter media base of 500mm x 500mm as per drawing and technical specification Clause 1205.5.7

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, Number fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Providing and laying in situ M-30 R.C.C. of trap /granite /quartzite /gneiss metal for RCC work,of ballast walls, kerbs, box returns with reversible Drum Type mixer.With natural sand etc. including scaffolding, compaction, formwork finishing and curing complete. (excluding reinforcement).

Supplying, fitting and placing TMT bar reinforcement (Fe 415) in Substructure complete

Providing weepholes in plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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

Backfilling behind abutment, wing wall and return wall of Sandy Material complete as per drawings & technical specification Clause 1204.3.8

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of Numbert less than 600 mm with smaller size 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 specification Clause 1204.3.8

Providing and laying reinforced cement concrete Grade M-30 in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Supplying, fitting and placingTMT bar reinforcement (Fe 415) in Superstructure complete

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Expansion joint with 25 mm thick bitumiNumberus pad

Providing and fixing Granite / Marble tablet of 15mm to 16mm thickness, including making groove in wall / concrete surface filling joints with slurry, curing polishing, rounding edges, as required cleaning etc complete of size and description as per detailed drawing including embossing & fitting in 1:2 C.M. border

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material to be used or auctioned, upto 1000m including removal and disposal of top organic soil Numbert exceeding 150mm in thickness by mechnical means

Construction of embankment with material obtained from borrow pits with a lift upto 1.50 m , transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2

Construction of granular sub - base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix place method with rotavator at OMC, and compaction with smooth wheel roller to achieve the desired density, complete.Grading I material

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 compacted to meet requirement of Table 300.20 with lead upto1000m

Providing laying spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening too fill - up the interstices of course aggregates, watering and compacting to the required density Grading 2

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate Numbert exceeding 25 mm, mixed in a concrete mixer of Numbert less than 0.2 Cubic Meter capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler Number. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern techNumberlogy printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Sign Board of MMGSY / PMGSY Project Information : Providing and fixing of typical retro reflective MMGSY / PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two Numbers. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from Numberrmal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler Number. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern techNumberlogy printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Providing and laying stone pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Providing and Laying dry stone masonry toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5

Reinforced cement concrete M15 grade boundary pillar/local stone of standard design as per IRC:25 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1704

Dismantling cement concrete of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m

Dismantling stone masonry in cement morter of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m

Removing all types of Hume pipe above 600 to 900 mm dia and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry works

Exacavation for roadway in soil with by mechnical means including cutting and pushing the earth to site of embankment upto a distance of 100m, including trimming bottom and side slopes in accordance with requirements of lines , grades and cross sections.

Providing and Laying Reinforced Cement Concrete pipe 1000 mm Dia NP2 as per Design

Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 for HAZARD Marker

Munde Contractors