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| 1 | Item No : 1 Cutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location |
| 2 | Item No : 2 Trimmingofgrass,shurbsandweedsfromtheshoulders/bermsanddisposingoffthesametosuitablelocations etc. complete |
| 3 | Item No : 3 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 and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) |
| 4 | Item No : 4 Providing and constructing one span service road 10m wide to reach island location. For 1 pier location to another pier location ( Depth of standing water 1 m) |
| 5 | Item No : 5 Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting. Completed |
| 6 | Item No : 6 Remove roots of the plant from joints of the stone masonry manually.Make sure that no part of the root hasremainedinsidethemasonry.PourthiazolinonesbasedMicrobialWallWashandAnti-rooting Solution as approved by Engineer in charge in the Stone Masonry joints depending upon width of roots, extent of damage and dimension of roots of plant. For wider roots, it is necessary to first drill the holes in the bark from all the sides which should subsequently totally filledwith Microbial Wall Wash and Anti- rooting Solution so that the same percolate in the bark. On complete absorption of the liquid, refill and the process must be continued atleast 5 - 6 times, if necessary. Microbial Wall Wash and Antirooting Solution should have following properties:1. pH (5 % Solution): 6 - 8 2. Specific Gravity @ RT: 1.05 ± 0.02 It shall be applied as per manufacturer’s specification. (If scaffolding is required, same shall be provided and will be paid under relevant item) |
| 7 | Item No : 7 Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. |
| 8 | Item No : 8 MasonryBridgerepairwork:-Providingpointingon masonrysurfaceofBridgewith UV resistance, Non-shrink.highstrength,highabrasion,materiallikePolyIroniteCeramic Cementitious (PICC)self curingcementitious material for masonry joint filling to depth of 20mm including pointing workofmasonry byremoving ofexisting looseportionofstone masonry by braking removing existing loose particles upto requireddepth 50mm oraspersiteconfition cleaning with special chemicals clonon and water jet under pressure forremovingalgae,fungi,applyingbondcoatKeloxwatermissableepoxybeforerepair materialapplicationcompleteasperspecificationincludingcostofallmaterial,machinery, labour,scaffolding,transportationetc.withallleadsandliftsasdirectedbythe engineer-in- charge. |
| 9 | Item No 9 :Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete |
| 10 | Item No 10 :Structural Repairs to damaged concrete surface with polymer concrete /mortar with AC- ACRYLATE-REPAIR and AC-BOND-AID as detailed in the method statement including material, labour, etc., all complete as directed by engineer. (Repairs to deck slab, piers, abutment, girders and other locations up to 40 mm thickness). |
| 11 | Item No 11: Remove loose, disintegrated and porous concrete at cracks and joints. Repair the same with epoxy or polymer modified mortar. Drill injecting holes to a depth of 2 - 4 inches in the concrete depending upon width of cracks, extent of damage and dimension of structural elements. Fix the grouting nozzles. Clean all loose dust particles from the cracks and holes by blowing compressed air through all the nozzles in succession. Whenever required grouting nozzle can be introduced for subsequent cementitious lime grout which is based on special limes with thixotropic agents, aldehyde based polymer and selected sands having high abrasion resistance by using Lime based Hydraulic Injection Suspension as approved by Engineer in charge. Before injecting the grout, it is advisable to make sure the nozzles are free of dust. Care is to be taken that the air pressure is monitored and maintained so as not to damage the matrix. Mix cementitious lime based hydraulic ready to use - Hydraulic Injection Suspension with 35 - 45% water by its weight in clean container using a low speed air driven mixer / stirrer to form a mix of uniform and flowable consistency. Depending onemperature, the water demand may vary. Lime based Hydraulic Injection Suspension should have following properties: 1. Bulk Density: 1.8 ± 0.22. Compressive Strength (28 days): W/P (0.45) - Appx. 10 Mpa.It shall be applied as per manufacturer’s specification.(If scaffolding is required, same shall be provided and will be paid under relevant item) |
| 12 | Item No 12 :Removal of steel railing and refixing of railing to submersible bridges including cleaning and repainting etc complete- labour rate |
| 13 | Item No 13: Providing and laying insitu/ ready mix M20 RCC of trap/granite/quartzite/gneissmetal for RCC work of ballast walls,kerb sand box return sincluding scaffolding,compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automaticmicroprocessorbasedPLCwithSCADAenabledconcretebatchmixplant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) RCC work ofBallast walls & Kerb |
| 14 | Item No 14 : Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 15 | Item No 15 : Providing railing of mild steel angle post 2.0m center to center of section 75mm x 75mm x 10mm or equivalent I/C section of height 1.05 above bridge surface with minimum anchor length of 30cm including hold fast of 25mm diameter MS bar welded at the bottom and concreting of 1:3:6 of size 30cm x 30cm x 30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete etc. complete. |
| 16 | Item No 16 : Dismantelling existing damaged Drainage Water Spout and providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface/kerb etc.complete |
| 17 | Item No : 17 Providingandapplyingepoxypaintprimerwithmiddlecoatandtopcoattosuperstructureincluding scaffolding etc complete. |
| 18 | Item No : 18 Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. |
| 19 | Item No 19: Removal of existing asphaltic wearing coat comprising of 50mm thick asphaltic concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 100m etc. complete. |
| 20 | ITEM NO 20 :- DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the 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-27-2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30grade with stone dust filler (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 21 | Item no 21 :Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. (VG-30 bulk bitumen rates are considered to arrive at rates |
| 22 | Item No 22 : Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compactionfor 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- with drum mix plant , Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)without scada |
| 23 | Item No 23 :Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 24 | Item No 24: Providing fixing of shearlinks of 12mm dia in the periphery of the well wall for 100mm depth @ 500mmc/c both way and grouting with underwater epoxy grout includesthe costof hire charges of all machineries, barge, boat, cost of all tools and all labourcharges etc., complete. |
| 25 | Item No 25 :Providing and fixing in position HCRM / CRS (CorrosionResistant Steel) bar reinforcement ofvariousdiametersforR.C.C.pilecaps,footings,foundations,slabs,beamscolumns, canopies,staircase,newels,chajjas,lintelspardis,copings,fins,archesetc.asperdetailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. |
| 26 | Item no 26::Providing and laying in situ / ready mix M35 grade RCC jacketing work around the existing piers of bridges etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ), height of 8 to 10 meter |
| 27 | Item no 27: 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 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.complete. |
| 28 | Item no 28: supplying traffic wardens during work |
| 29 | ITEM NO.29:-Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. |
| 30 | Item NO 30 :Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. |
| 31 | Item No 31 :- Excavation for foundation by mechanical means in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directedetc. complete. |
| 32 | Item No 32:- Excavation for foundation in hard murum and boulders including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 33 | Item No 33:- Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (excluding dewatering) |
| 34 | Item No 34 ;- 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 and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete.(prior approval of Superintending Engineer will be necessary) |
| 35 | Item No 35:-Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cmthick including hand packing and compacting etc. complete. |
| 36 | Item No 36 -Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) etc. complete. |
| 37 | Item No 37 :- Providing, cutting, bending, hooking, tyingand laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete |
| 38 | Item No 38 : Providing and laying plainin situ / ready mix M-35cement concrete of trap/ granite/ quartzite /gneiss / crushed stonemetal mechanically mixed, placed in foundation and compacted by vibrationincluding necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer |
| 39 | Iteam No 39 : - Providing and laying in situ / ready mix M-35 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing 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 |
| 40 | I) Item No :- 39 a) height 5 to 7.5 m |
| 41 | II)Item No :- 39 b) height 7.5 to 10 m |
| 42 | Item No 40 :-Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete |
| 43 | Item No 41 :- Providing earth work in embankment with approved materials obtained from departmental land or other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete |
| 44 | ITEM NO 42:- 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 athickness 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 as per drawing and technical specifications etc. complete |
| 45 | Item No 43 :- Excavation for the roadway in soil using manual means including dressing section to the required grade, camber, side slopes and loading in a truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 metre and spreading for embankment or stacking, disposing as directed by Engineer in charge.a) Earth Soil of all sorts of sand, gravel or soft mumrum |
| 46 | Item No 44 :- Excavation for road way in hard murum in cluding dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50m. and spreading for embankment or stacking as directed. |
| 47 | Item No 45:-Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. |
| 48 | Item No 46:-Providing earth work in embankment with approved materials obtained from other sourcesupto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve 97% of standard proctor density etc. complete ( Subgrade Filling ) |
| 49 | Item No 47:- Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader/Paver on prepared surface and compacting with vibratory roller to achieve the desired density,complete as per clause401--Plant Mix Method and Grading - III Material |
| 50 | Item No 48:-Construction of dry lean cement concrete Sub-base over aprepared sub-grade with coarse and fine aggregate (naturalsand /VSIgrade finely washed crushed sand) conforming to IS:383, the size of coarse aggregate not exceeding 25mm, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10M paat 7days, mixed in a batching plant/Weigh batchmixer, transported to site with all leads and lifts, laid with a paver with electronicsensor/ by suitable means as a pproved by Engineer-in-charge,compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. |
| 51 | item no 49:- Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS3395:1997 below concrete pavement including all materials and labour complete. |
| 52 | Item No 50 :- Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (naturalsand/ VSI grade finely washed crushed sand) conforming to IS383, using fine and coarse aggregates combined gradation as per Table600-3 of MORTH Specification2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to line sand grades as directed by Engineer-in-charge and curing by curing compound/ by providing cement vata in cement Mortar1:8 @ 0.6mX0.6m centre to centre, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge. |
| 53 | Item no 51 :- Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 54 | Item no 52 :- Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete. |
| 55 | Item No 53 :- Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm.in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay/slab etc. complete including subsequent widening of the groove 8 to10mm.wide at top having depth of 15 mm. as directed by Engineer incharge. |
| 56 | Item no 54 :- Providing to contraction joints polysuphide sealent (Pouring grade)confirming to BS:5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam back errod of required diameter (appraox. 25% larger than the initial 3mm. to 4mm. joint) over laid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/ air compressor and allowing joint tobe come thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide) |
| 57 | Item No 55 :- Providing and fixing trap/ granite/ quartzite/ gneiss guard stone/indicator stones/ boundary stones of standard size and shape including fixing in block ofStandard Size of CC 1:4:8 MORTH 807 standard size with white washing etc.complete |
| 58 | Item No 56 :-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)\"\" |
| 59 | Item no 57:- Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters,numerals, arrow as per IRC: 67-2012 Table No 8.3, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
| 60 | Item No. 58 :- 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 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.complete. |
| 61 | Item No 59 :- Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 One Square Meterr made out of ___mm aluminum sheet bonded with white retro reflective sheeting of Class __ ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesiveretoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with back support frame25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mtlong firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approveddrawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( TypeIV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for fieldperformance including the screen printed areas and cut-out sheeting and cut-out durabletransparent overlay film and this warranty certificate in original should be submitted to theEngineer in charge by the contractor/supplier |
| 62 | Item No 60 :- Providing and fixing Cautionary/Warning sign boards in Octagone size of _____ made out of ____mm aluminum sheet bonded with white retro reflective sheeting of ClassB ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mmX 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. |
