tender for 1 Construction of H.LRCCBridge( 8 X 21.750 m) in between T01se Sonwarsha path under Shamho Akha kurha Block in the district of Begusarai 2 Excavation for Structures , 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. up to 3.00 m depth . 3 Providing and laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation Completeas per drawing and technical specification. As per MORTH clause No. - 1200& 4 Plain cement concrete in open foundation complete as per drawing and technical specifications PCC GradeM -15below abutmentwell cap 5 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification RCCM-35 in Well curb 6 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Bottom plug 7 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCC M-25in Well steining 8 Providing Plain Cement concreteWith Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , PCC M-25 in Well Intermediate plug 9 Well Sinking as per technical specification 10 Depth 0.00m to 3.00 m (Clay Soil) 11 Depth 3.00m to 10.00 m (SandySoil) 12 Depth 10.00m to 20.00 m (SandySoil) 13 Depth 20.00m to 30.00 m (SandySoil) 14 For 7.00 m dia well :;Pier 15 Depth 0.00m to 3.00 m (Clay Soil) 16 Depth 3.00m to 10.00 m (SandySoil) 17 Depth 10.00m to 20.00 m (SandySoil) 18 Depth 20.00m to 30.00 m (SandySoil) 19 Sand Filling in Wells complete as per Drawing and Technical Specifiction. As per MORTH clause No. - 1207 20 Providing Cement concrete /Reinforced cement concrete With Batching Plant, Transit Mixer and Concrete Pump as per drawing and technical specification , RCCM-35 in Well Cap 21 Supplying, fitting and placing HYSD bar reinforcement in foundationcomplete as per drawing and technical specifications,TMT infoundation , refer BBS ,Qty = 67.622+155.612 =223.234 t 22 Confirmatory boring at Abutment and Pier Location 23 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification 24 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. 25 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsHeight upto 5m , RCC Grade M30 26 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications ,RCC Grade M30 , Height 5m to 10m 27 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical, reinf , qty = 23.851+24.330+1.762+0.313+1.289+1.139= 28 Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications 29 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. 30 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specificatio,RCC Grade M 30, Height 5m to 10m 31 Reinforeced Cement Concrete M30 grade approach slab including reinforcement and formwork complete as per drawing and technical specification 32 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification 33 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. 34 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications 35 Strip Seal Expansion Joint , Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation. 36 Drainage Spouts complete as per drawing and Technical specification 37 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 38 Painting on concrete surface , Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. 39 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising ofPrestressed / Reinforced cement concrete grade M-20 & above 40 Clearing and Grubbing Road Land .Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. 41 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 42 Construction of Subgrade and Earthen Shoulders , Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 43 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 44 WBM Grading 3 by Mechanical Means , 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. 45 Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsionusing emulsion pressure distributor at the rate of 0.25 kg 46 Prime Coat , Providing and applying primer coat with SS1 grade bitumenemulsion on prepared surface of granular Base including 47 Bituminous Macadam Grading-II , Providing and laying bituminous macadam with highercapacity hot mix plant using crushed aggregates of specified 48 Semi-Dense Bituminous Concrete , Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects. 49 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 50 Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 51 Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragmentweighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 52 Construction of Embankmentwith Material obtained from BorrowpitsConstruction of embankment with approved material obtained from borrow pits with 1.5m lifts and lead upto 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. 53 Granular Sub-Base with Coarse Graded Material (Table:- 400- 2) , Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with tractor mounted grader on prepared surface,mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. 54 WBM Grading 3 by Mechanical Means , 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. 55 Laying Reinforced Cement Concrete Pipe NP4 / Prestressed Concrete Pipe on First Class Bedding in Double Row . 56 Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.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 approved drawing and Technical Specification Clause 1701. 57 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 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 Technical Specification Clause 801 58 600 mm equilateral & triangle 59 600 mm circular 60 600 mm x 450 mm rectangular 61 900 mm side octagon 62 Printing New Letters and Figures of any Shade 63 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 64 Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. 65 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 66 (I)Providing and Fixing Logo of MMGSUY Project :-Providing and fixing of typical MMGSUY 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 67 Labour Cess 1% 68 Seigniorage Fee @10%
