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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201.By Mechnaical meansIn area of non-thorny junglei) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 2 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment, including trimming bottom and side slopes in accrodance with requirements of lines, grades and cross-sections.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all lead as per Technical Specification Clause 301.5i. Private Land i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 4 | Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts, transporting to site, spreaing, grading to required slope and compacted to meet requirement of Table 300.2 with all lead as per Technical Specification Clause 303.1i. Private Landi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 5 | Construction of granular sub-base by providing well grade 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, complete as per Technical Specification Clause 401.For Grading II Materiali) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 6 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-II & Grading III as per Technical specification Clause 405For Grading II Materiali) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 7 | Providing, laying spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fillup the interstices of coarse aggregate, watering and compacting to the required density Grading-2 & Grading -3 as per Technical specification Clause 405For Grading III Materiali) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 8 | Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriageA) Including Edge block/ Edge restraints.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 9 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801a) 600mm Equilateral trianglei) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 10 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801b) 600mm Circulari) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 11 | Providing and fixing of retro-reflecorised cautionary, mandatory nad 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 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm, 600mm below ground level as per approved drawings and Technical Specification Clause 801c) 600mm x 450mm Rectangulari) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 12 | Providing and fixing of typical 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 5mm 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 75mm of 12 SWG sheet tubes posts duly embeded 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 1700.1i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 13 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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 and conforming to the MoSrt&H specifications.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 14 | Providing and fixing of road stud 100x100 mm die cast in aluminium, restant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic suface by drilling holes 30 mm upto a depth of 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 15 | Reinforced cement concrete M15 grade of boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering as per drawing and technical specification clause 1704.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 16 | 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.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 17 | Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.)Ordinary SoilUpto 3m depthi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 18 | Excavation for Structures (Earthwork in excavation for foundation of structures as per drawing and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom, backfilling the excavated tearth to the extent required and utilising the remaining earth locally for road work.)Ordinary Soil3m to 6m depthi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 19 | MS Liner for bored cat in situ concrete pile (Providing and installing 6mm MS liner for bored cast in situ concrete pile including applying protective coating as per drawing and technical specification and as directed by Engineer in Charge.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 20 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 21 | Bored cast-in-situ M35 grade RCC pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and leads (Pile diameter-1200mm).i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 22 | Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)(a) Initial and Routine load testi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 23 | Pile load test on single vertical pile in accordance with IS:2911 (Part-IV)(b) Lateral load testi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 24 | Pile intrigity test Integrity testing of all pile by using pile driving analyser or equivalent as approved by Engineer- in-charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 25 | Levelling course for Pile capi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 26 | Providing concrete for Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications Clause 802,803, 1202 & 1203With crushed StonePCC grade M 15Nominal mix (1:2.5:5)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 27 | Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical specification.Using Concrete MixerRCC grade M 35i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 28 | Plain/Reinforced cement concrete, in open foundations complete as per drawing and technical specifications including steel shuttering formwork.Without PlasticiserUsing Concrete MixerRCC grade M 30i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 29 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 30 | 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, 1204.3.7i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 31 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M35Height upto 5mUsing Concrete Mixeri) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 32 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M35Height 5m to 10mUsing Concrete Mixeri) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 33 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M30Height upto 5mUsing Concrete Mixeri) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 34 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.RCC Grade M30Height 5m to 10mUsing Concrete Mixeri) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 35 | Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforcement elastomer confined withing a metal cylinder, sealing rings , dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel , meatal and elostomerelements to be as per IRC:83 part -I & II respectively and part confirming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MORT&H & S specification complete as per drawing and approved technical specification i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 36 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 37 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (from Primary Producer :TATA /SAIL/Esser Steel/Jindal steel/ Shyam steel/RINL) in superstructure complete as per drawings and technical specifications clauses 1002, 1010 & 1202.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 38 | Structural steel Built-Up-Girder (BUG) (Providing and launching Steel Truss of Structural steel BUG Super Structure including painting complete as per as per drawing and technical specifications under Section 1900 of MOST.)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 39 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification including steel shuttering formwork.RCC/PSC Grade M35Using Concrete MixerFor T-beam & SlabHeight upto 5mi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 40 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Granular material)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 41 | Drainage Spouts complete as per drawing and Technical specifications.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 42 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement up to 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 manufacturer's instructions for installation.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 43 | PCC M15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and Technical specification clause 800 and 1211.A With Crusher Stonei. Nominal Mix (1:2.5:5)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 44 | Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications TMT-IS 1786 (Fe-500D) Primary Producer (TATA/SAIL/Esser Steel/Jindal panther steel/Shyam steel or equivalent).i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 45 | Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.M 40 grade concretei) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 46 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per rawing and Technical Specificationsi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 47 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per drawing and technical specification Clause 1701i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 48 | Non-destructive tecting with Rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the finding in proper comprehensible format .i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 49 | Non-destructive tecting with Ultrasonic Pulse velocity Meter with Data Storage facility for detection of cracks voids and other imperfections in Reinforced concrete structures and furnishing the finding thereof in proper comprehensible format complete as directed by the Department.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 50 | 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, recording and analyzing the load testing results including all leads and lifts etc. completeas required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the 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 up to 800.00 mt.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 51 | Providing and laying one layer of Non-Woven geotextile of minimum mass per unit area of 280gms/sqm.having minimum roll width of 5.0m treated with carbon black with physical properties as given in clause no 702.2.3. over 25mm thick compacted sand layer on a prepared subgrade as a filter media with necessary overlaps as per drawing and technical specification and as directed by the Engineer in charge complete.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 52 | Providing and laying Pitching on slopes laid over prepared filter media as per drawing and Technical specifications.Stone/Boulderi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 53 | Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mmx100mm mesh (woven diagonally) including 10per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification Clause 1301.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 54 | Planting of trees and their Maintenance for three year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guard and maintaining the plants for three year.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 55 | Implementation of Environmental and Social Management Plan:Ambient Air Monitoring: At pre-construction Stage: At minimum 2 locations (twice a week)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 56 | Implementation of Environmental and Social Management Plan:Ambient Air Monitoring:At construction Stage:At minimum 2 locations including construction camp (Two consecutive day) (Twice a week) (Biannually) for one year (Total 8 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 57 | Implementation of Environmental and Social Management Plan:At Operation Stage:At 2 locations (Two consecutive day) (Twice a week) (Biannually) for one year(Total 8 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 58 | Implementation of Environmental and Social Management Plan:Water Monitoring:At pre-construction Stage:At minimum 2 locations (2 samples)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 59 | Implementation of Environmental and Social Management Plan:Water Monitoring:At Construction Stage:At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 60 | Implementation of Environmental and Social Management Plan:At Operation Stage:At 2 locations (except monsoon) (Biannually)(Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 61 | Implementation of Environmental and Social Management Plan:Noise Monitoring:At Pre-Construction StageAt minimum 2 locationsi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 62 | Implementation of Environmental and Social Management Plan:Noise Monitoring:At Construction Stage:At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 63 | Implementation of Environmental and Social Management Plan:Noise Monitoring:At Operation stage:At 2 locations (except monsoon) (Biannually)(Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 64 | Implementation of Environmental and Social Management Plan:Soil MonitoringAt Pre-Construction Stage:At minimum 2 locationsi) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 65 | Implementation of Environmental and Social Management Plan:Soil MonitoringAt Construction Stage:At minimum 2 locations including construction camp (Biannually) for one year (Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 66 | Implementation of Environmental and Social Management Plan:Soil MonitoringAt Operation Stage:At 2 locations (except monsoon) (Biannually)(Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 67 | Implementation of Environmental and Social Management Plan:Ecology:At construction stageAt 2 locations (bi-annually) for one year(Total 4 samples)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 68 | Implementation of Environmental and Social Management Plan:Ecology:At Operation Stage:At 2 locations (bi-annually)(Total 4 samples in 1 year)i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 69 | Community meetings in village, 2 times.i) Bridge No 2/2 of Akadi to Dakshin Singra Bardol Road |
| 70 | A Provisional sum (Fixed Amount) for the items of Utility Shifting, Tree Cutting and Occupational Health & Safety of Rs. 3,24,822.00 (not to be changed by the Bidders in BOQ) Please Enable Macros to View BoQ information |
