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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 06-01-2026 | Extention | Date | 16-01-2026 |
| 2 | 05-01-2026 | Technical Item Units | Technical Bid | 06-01-2026 |
| 3 | 30-12-2025 | Tech | Technical Bid | 06-01-2026 |
| 4 | 30-12-2025 | Technical | Technical Bid | 06-01-2026 |
| 5 | 30-12-2025 | Techncial | Technical Bid | 06-01-2026 |
| 6 | 11-12-2025 | Date | Date | 06-01-2026 |
| 7 | 04-12-2025 | SBD | Technical Bid | 26-12-2025 |
| Sl. No. | Item Description |
| 1 | I - Road work- Site clearance and DismentalingClearing 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. |
| 2 | II - Road work- Excavation and EarthworkExcavation for road way in hard murum and boulder including dressing section to the required grade,camber and side slopes and conveying the excavated materials with all lifts upto alead of 50m.and spreading for embankment or stacking as directed. |
| 3 | Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 4 | 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 500mto 1000m. inclusive, from the site of excavation to the site of deposition as directed. |
| 5 | Providing earth work in embankment with approved materials obtained from departmental land upto 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 to achieve not less than 97 % of standard proctor density etc. complete.(Material obtained from departmental Land) |
| 6 | Providing earth work in embankment with approved materials obtained from 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 & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) including estimated It. no. 7 |
| 7 | III - Road work- Sub base and Granular base (Non Bituminous course)Providing earth work in embankment with approved materials obtained from 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 & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) including estimated It. no. 7 |
| 8 | Supplying hard murum/ kankar at the road site including conveying and stacking , Spreadinghard murum/ kankar for side width and compacting the hard murum in side widthincluding laying in layers on each side with vibratory roller including artificial watering etc.complete. |
| 9 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant MixMethod and Grading - I Material |
| 10 | Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver. |
| 11 | IV - Road work-Bituminous coursePrime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning ofroad surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means. |
| 12 | DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 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 density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 13 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1,premixed with bituminous binder @5.40% 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 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 14 | V - Road work-Drainage and Protection workProviding and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural /artifical sand) |
| 15 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing forabutment returns, return walls etc. Complete. |
| 16 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) withSCADA |
| 17 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars |
| 18 | VI - Road work-TRAFFIC SIGNS, MARKINGS & ROAD APPRUNTENANCESProviding and fixing _______ metre stones as per I.R.C. standard including fixing in standard size ______ block including curing, painting lettering etc. complete.a. RCC 200 meter Stone in CC 1:4:8 |
| 19 | b. Fixing 1:2:4 ordinary km. stones in C.C. 1:4:8 |
| 20 | c. FixingR.C.C. 5th Km. stones, inc.c. 1:4:8 |
| 21 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat\"s Eyemade of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer\"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 22 | 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. |
| 23 | Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing anderecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metalbeam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, allsteel parts and fitments to be galvanised by hot dip process, all fittings to conform toIS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer ofchannel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\" |
| 24 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm diamade out of ____mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier.900 mm dia made out of 2mm aluminum sheet |
| 25 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of ____mmmade out of ___mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( 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. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 26 | Providing and fixing Cautionary/Warning sign boards in Octagone size of _____mmmade out of ____mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( 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 andsupported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith 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 warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 27 | Cantilever Gantry Sign Board |
| 28 | Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of____mm aluminum sheet bonded with white retro reflective sheeting ofClass __ ( 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,supportedwith back support frame 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long 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 approved drawing The angle iron postshall 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 ( Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 29 | Providing and fixing of retro- reflectorisedinformatory sign board rectangular/Square in shape having area greater than 0.9 square meter made out of___mm aluminum sheet bonded with white retro reflective sheeting ofClass __ ( 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,supportedwith back support frame 25mm 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 mt long 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 approved drawing The angle iron postshall 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 ( Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom 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 certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 30 | Road Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings |
| 31 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC 86 1983) embedded 125 mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant |
| 32 | Providing and fixing in position Guard Railing as per Drg. No. 15 Type C dt.20-4-79, with 3 rows of 50 mm dia. G.I. pipe 30 cm apart and fixed in M.S. channels of section 125x65x6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45x30 cm. as per detailed drawing, with 3 coats of approved yellow and black paint including necessary excavation in any strata |
| 33 | VII - Box culvertsProviding and laying in situ / ready mix M-30 controlled reinforced cement 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 (Natural sand / VSI sand finely washed etc ) etc. complete. (excluding reinforcement).a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . |
| 34 | Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcementetc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications (Natural sand / 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.RCC Grade M 30 |
| 35 | 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. |
| 36 | Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural /artifical sand) |
| 37 | 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 as per drawing and technical specifications etc. complete. |
| 38 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. |
| 39 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 40 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 41 | Return wallProviding and laying insitu/ready mixM-30 plaincement concrete of trap/granite /quartzite/ gneiss metal for cast incitu piers, abutment, returns, wings 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 curing finishing in CM 1:3 etc. complete. |
| 42 | 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. |
| 43 | Providing and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural /artifical sand) |
| 44 | 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 as per drawing and technical specifications etc. complete. |
| 45 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. Upto 1.50m lift Normal rate |
| 46 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 47 | Curtain wallProviding and laying in situ / ready mix / ready mix M15 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer)with natural /artifical sand) PCC Grade M15 |
| 48 | Excavation for foundationin earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directedetc. complete. Upto 1.50m lift Normal rate |
| 49 | Crach barrierProviding 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 and dowel bars 25 mm dia, 450 mm 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 enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360 |
| 50 | Wearing courseProviding and laying 25 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 and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 Sqm 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. |
| 51 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1,premixed with bituminous binder @5.40% 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 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 52 | Providing and applying two coat of water based cement paint to un plastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence etc. complete. (applying 1 litre paint on 2 sqmt) |
| 53 | VII - Minor Bridge (85+500)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift |
| 54 | Excavation for foundation in hard murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 55 | Excavation for foundation in soft rock including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 56 | Excavation for foundation in hard rock by blasting including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 57 | 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.For M15 Grade |
| 58 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 59 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concretebatch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete Mixer |
| 60 | 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 Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete. i) Height up to 5 m, normal rate. |
| 61 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 62 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including 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 ) |
| 63 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 64 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/gniess metal for reinforced cement concrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 andcuring complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 65 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearing consisting of a metal piston supportedbyadiscorunreinforcedelastomerconfinedwithinametalcylinder,sealingrings,dustseals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part I and II respectively and other parts conforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications as per drawing and approved technical specifications etc. complete. |
| 66 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 67 | Back filling behind abutment, wing wall and return wall as per drawings and technicalspecifications etc. complete. (by granular material) |
| 68 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.RCC M35 for Solid Slab/ Deck Slab complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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. |
| 69 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/Deck Slab |
| 70 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 71 | Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement upto 70 mm to be installed by the manufacturer / supplier to their authorizedrepresentative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 72 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing forabutment returns, return walls etc. Complete. |
| 73 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab andwearing surface / kerb etc. complete. |
| 74 | Providing and laying in PCC M15 grade leveling course below approach slab completewith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specificationsetc. complete with fine agreegates of required specifications ( VSI sand finely washed etc |
| 75 | Providing and laying of RCC in M30 grade approach slab including reinforcement andformwork complete with fully automatic micro processor PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings andtechnical specifications etc. complete with fine agreegates of required specifications ( VSIsand finely washed etc )PCC M15 for Approach Slab |
| 76 | Providing and laying of filter media with granular materials/ stone crushed aggregatessatisfying 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 sizetowards the wall and provided over the entire surface behind abutment, wing wall andreturn wall to the full height compacted to a firm condition as per drawing and technicalspecifications etc. complete. |
| 77 | Providing and laying pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder) |
| 78 | Providing and laying filter material underneath pitching in slopes as per drawings andtechnical specifications etc. complete. |
| 79 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushedaggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight oftotal 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 desiredcompaction for 50 mm compacted thickness with specified grade of Bitumen,Excludingprime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plantwith SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumenrates are considered to arrive at rates) |
| 80 | Providing and applying tack coat on the prepared surface heating by flames in Boiler andspraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 81 | Providing and applying tack coat on the prepared surface heating by flames in Boiler andspraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 82 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slabexcluding prime coat with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaningthe surface including providing antiskid surface with bitumen precoated fine grained hardstone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One SquareMetre and at an approximate spacing of 10 cm center to center in both directions, pressedinto surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to4mm over mastic surface as per clause 515 etc. complete. |
| 83 | Providing and fixing bituminous pad 25mm thick for expansion joints in retainingwall, compound wall etc. complete. |
| 84 | Providing tar paper bearing including laying in proper position etc. complete. |
| 85 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal sizeaggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,center to center spacing between vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (panmixer) as per approved drawings and technical specifications etc. complete with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 86 | VIII - Major Bridge (89+550)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift Normal Rate |
| 87 | Excavation for foundation in hard murum including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%a) Upto 1.50m lift Normal Rate |
| 88 | Excavation for foundation in soft rock including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 89 | Excavation for foundation in hard rock by blasting including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00m lift, Add 10% |
| 90 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile capwith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) etc. complete.For M15 Grade |
| 91 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 92 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concretebatch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete MixerFor Grade M 35 |
| 93 | 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 Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 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 with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Solid Pier/ Column a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. |
| 94 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 95 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap /granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting byvibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Pier & Abutment Cap |
| 96 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 97 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/gniess metal for reinforced cement concrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 andcuring complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 98 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomer confined withina metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel / fabricated structural steel, metaland elastomer elements to be as per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications asper drawing and approved technical specifications etc. complete. |
| 99 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 100 | Back filling behind abutment, wing wall and return wall as per drawings and technicalspecifications etc. complete. (by granular material) |
| 101 | Providing and laying in situ M35 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 excludingreinforcement etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra.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.RCC M35 for Main/CrossGirder, diaphrams |
| 102 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/ Deck Slab |
| 103 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 104 | Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement upto 70 mm to be installed by the manufacturer / supplier to their authorizedrepresentative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 105 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing forabutment returns, return walls etc. Complete. |
| 106 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab andwearing surface / kerb etc. complete. |
| 107 | Providing and laying in PCC M15 grade leveling course below approach slab completewith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specificationsetc. complete with fine agreegates of required specifications ( VSI sand finely washed etc)PCC M15 for Approach Slab |
| 108 | Providing and laying of RCC in M30 grade approach slab including reinforcement andformwork complete with fully automatic micro processor PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings andtechnical specifications etc. complete with fine agreegates of required specifications ( VSIsand finely washed etc )RCC M30 for Approach Slab |
| 109 | Providing and laying of filter media with granular materials/ stone crushed aggregatessatisfying 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 sizetowards the wall and provided over the entire surface behind abutment, wing wall andreturn wall to the full height compacted to a firm condition as per drawing and technicalspecifications etc. complete |
| 110 | Providing and laying pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder) |
| 111 | Providing and laying filter material underneath pitching in slopes as per drawings andtechnical specifications etc. complete |
| 112 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushedaggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mixand filler, transported at site with VTS, laid over a previously prepared surface, finished tothe required grade ,level, alignment, and rolling to achieve the desired density for 50mmcompacted thickness with drum mix plant with SCADA, Sensor paver and Vibratoryroller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stonedust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 113 | Providing and applying tack coat on the prepared surface heating by flames in Boiler andspraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 114 | Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulkbitumen rates are considered to arrive at rates) |
| 115 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slabexcluding prime coat with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaningthe surface including providing antiskid surface with bitumen precoated fine grained hardstone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One SquareMetre and at an approximate spacing of 10 cm center to center in both directions, pressedinto surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to4mm over mastic surface as per clause 515 etc. complete. |
| 116 | Providing and fixing bituminous pad 25mm thick for expansion joints in retainingwall, compound wall etc. complete. |
| 117 | Providing tar paper bearing including laying in proper position etc. complete. |
| 118 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal sizeaggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,center to center spacing between vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (panmixer) as per approved drawings and technical specifications etc. complete with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 119 | IX - Major Bridge (98+450)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift Normal Rate |
| 120 | Excavation for foundation in hard murum including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%a) Upto 1.50m lift Normal Rate |
| 121 | Excavation for foundation in soft rock including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 122 | Excavation for foundation in hard rock by blasting including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00m lift, Add 10% |
| 123 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile capwith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) etc. complete.For M15 Grade |
| 124 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 125 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concretebatch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete MixerFor Grade M 35 |
| 126 | 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 Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 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 with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Solid Pier/ Column a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 127 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 128 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap /granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting byvibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Pier & Abutment Cap |
| 129 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 130 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/gniess metal for reinforced cement concrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 andcuring complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 131 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomer confined withina metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel / fabricated structural steel, metaland elastomer elements to be as per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications asper drawing and approved technical specifications etc. complete. |
| 132 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 133 | Back filling behind abutment, wing wall and return wall as per drawings and technicalspecifications etc. complete. (by granular material) |
| 134 | Providing and laying in situ M35 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 excludingreinforcement etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra.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.RCC M35 for Main/CrossGirder, diaphrams |
| 135 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/ Deck Slab |
| 136 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 137 | Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement upto 70 mm to be installed by the manufacturer / supplier to their authorizedrepresentative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 138 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing forabutment returns, return walls etc. Complete. |
| 139 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab andwearing surface / kerb etc. complete. |
| 140 | Providing and laying in PCC M15 grade leveling course below approach slab completewith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specificationsetc. complete with fine agreegates of required specifications ( VSI sand finely washed etc)PCC M15 for Approach Slab |
| 141 | Providing and laying of RCC in M30 grade approach slab including reinforcement andformwork complete with fully automatic micro processor PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings andtechnical specifications etc. complete with fine agreegates of required specifications ( VSIsand finely washed etc )RCC M30 for Approach Slab |
| 142 | Providing and laying of filter media with granular materials/ stone crushed aggregatessatisfying 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 sizetowards the wall and provided over the entire surface behind abutment, wing wall andreturn wall to the full height compacted to a firm condition as per drawing and technicalspecifications etc. complete |
| 143 | Providing and laying pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder) |
| 144 | Providing and laying filter material underneath pitching in slopes as per drawings andtechnical specifications etc. complete |
| 145 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushedaggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mixand filler, transported at site with VTS, laid over a previously prepared surface, finished tothe required grade ,level, alignment, and rolling to achieve the desired density for 50mmcompacted thickness with drum mix plant with SCADA, Sensor paver and Vibratoryroller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stonedust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 146 | Providing and applying tack coat on the prepared surface heating by flames in Boiler andspraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 147 | Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulkbitumen rates are considered to arrive at rates) |
| 148 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slabexcluding prime coat with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaningthe surface including providing antiskid surface with bitumen precoated fine grained hardstone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One SquareMetre and at an approximate spacing of 10 cm center to center in both directions, pressedinto surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to4mm over mastic surface as per clause 515 etc. complete. |
| 149 | Providing and fixing bituminous pad 25mm thick for expansion joints in retainingwall, compound wall etc. complete. |
| 150 | Providing tar paper bearing including laying in proper position etc. complete. |
| 151 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal sizeaggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,center to center spacing between vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (panmixer) as per approved drawings and technical specifications etc. complete with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 152 | X - Major Bridge (100+000)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift Normal Rate |
| 153 | Excavation for foundation in hard murum including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%a) Upto 1.50m lift Normal Rate |
| 154 | Excavation for foundation in soft rock including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 155 | Excavation for foundation in hard rock by blasting including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00m lift, Add 10% |
| 156 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile capwith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) etc. complete.For M15 Grade |
| 157 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 158 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concretebatch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete MixerFor Grade M 35 |
| 159 | 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 Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 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 with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Solid Pier/ Column a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 160 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 161 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap /granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting byvibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Pier & Abutment Cap |
| 162 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 163 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/gniess metal for reinforced cement concrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 andcuring complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 164 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomer confined withina metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel / fabricated structural steel, metaland elastomer elements to be as per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications asper drawing and approved technical specifications etc. complete. |
| 165 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 166 | Back filling behind abutment, wing wall and return wall as per drawings and technicalspecifications etc. complete. (by granular material) |
| 167 | Providing and laying in situ M35 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 excludingreinforcement etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra.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.RCC M35 for Main/CrossGirder, diaphrams |
| 168 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/ Deck Slab |
| 169 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 170 | Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement upto 70 mm to be installed by the manufacturer / supplier to their authorizedrepresentative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 171 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing forabutment returns, return walls etc. Complete. |
| 172 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab andwearing surface / kerb etc. complete. |
| 173 | Providing and laying in PCC M15 grade leveling course below approach slab completewith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specificationsetc. complete with fine agreegates of required specifications ( VSI sand finely washed etc)PCC M15 for Approach Slab |
| 174 | Providing and laying of RCC in M30 grade approach slab including reinforcement andformwork complete with fully automatic micro processor PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings andtechnical specifications etc. complete with fine agreegates of required specifications ( VSIsand finely washed etc )RCC M30 for Approach Slab |
| 175 | Providing and laying of filter media with granular materials/ stone crushed aggregatessatisfying 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 sizetowards the wall and provided over the entire surface behind abutment, wing wall andreturn wall to the full height compacted to a firm condition as per drawing and technicalspecifications etc. complete |
| 176 | Providing and laying pitching on slopes laid over prepared filter media including boulderapron laid dry in front of toe of embankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder) |
| 177 | Providing and laying filter material underneath pitching in slopes as per drawings andtechnical specifications etc. complete |
| 178 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushedaggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mixand filler, transported at site with VTS, laid over a previously prepared surface, finished tothe required grade ,level, alignment, and rolling to achieve the desired density for 50mmcompacted thickness with drum mix plant with SCADA, Sensor paver and Vibratoryroller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stonedust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 179 | Providing and applying tack coat on the prepared surface heating by flames in Boiler andspraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 180 | Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulkbitumen rates are considered to arrive at rates) |
| 181 | Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slabexcluding prime coat with paving grade bitumen meeting the requirements given in table500-29, prepared by using mastic cooker and laid to required level and slope after cleaningthe surface including providing antiskid surface with bitumen precoated fine grained hardstone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One SquareMetre and at an approximate spacing of 10 cm center to center in both directions, pressedinto surface when the temperature of surfaces not less than 100 deg C, protruding 1 mm to4mm over mastic surface as per clause 515 etc. complete. |
| 182 | Providing and fixing bituminous pad 25mm thick for expansion joints in retainingwall, compound wall etc. complete. |
| 183 | Providing tar paper bearing including laying in proper position etc. complete. |
| 184 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal sizeaggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,center to center spacing between vertical post not to exceed 2000 mm, leaving adequatespace between vertical post for expansion, complete with fully automatic micro processorPLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (panmixer) as per approved drawings and technical specifications etc. complete with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 185 | X - Major Bridge (100+270)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift Normal Rate |
| 186 | Excavation for foundation in hard murum including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%a) Upto 1.50m lift Normal Rate |
| 187 | Excavation for foundation in soft rock including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 188 | Excavation for foundation in hard rock by blasting including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00m lift, Add 10% |
| 189 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile capwith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) etc. complete.For M15 Grade |
| 190 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 191 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concretebatch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete MixerFor Grade M 35 |
| 192 | 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 Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 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 with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Solid Pier/ Column a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 193 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 194 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap /granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting byvibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Pier & Abutment Cap |
| 195 | Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of Vshaped false joints to form suitable panels on the faces to approve design with compactingby vibrating and curing complete. Including plywood/steel formwork, centering (excluding dewatering by means of pump) and including bailling out water and includingCM 1:3 curing complete.a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 196 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/gniess metal for reinforced cement concrete block below the bearing including necessaryscaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 andcuring complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fineagreegates of required specifications ( VSI sand finely washed etc ) |
| 197 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearingconsisting of a metal piston supported by a disc or unreinforced elastomer confined withina metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steelmating surface, complete assembly to be of cast steel / fabricated structural steel, metaland elastomer elements to be as per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications asper drawing and approved technical specifications etc. complete. |
| 198 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 199 | Back filling behind abutment, wing wall and return wall as per drawings and technicalspecifications etc. complete. (by granular material) |
| 200 | Providing and laying in situ M35 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 excludingreinforcement etc. complete. (with fully automatic micro processor based PLC withSCADA enabled concrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra.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.RCC M35 for Main/CrossGirder, diaphrams |
| 201 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing,formwork, centering and finishing in cement plaster excluding reinforcement etc.complete. (with fully automatic micro processor based PLC with SCADA enabledconcrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/ Deck Slab |
| 202 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel barsfor reinforcement for all RCC works as per detailed drawings etc. complete. |
| 203 | Providing and laying of a strip seal expansion joint catering to maximum horizontalmovement upto 70 mm to be installed by the manufacturer / supplier to their authorizedrepresentative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 204 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 205 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 206 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc)PCC M15 for Approach Slab |
| 207 | Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabledreversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )RCC M30 for Approach Slab |
| 208 | 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 |
| 209 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technicalspecifications etc. complete. (by stone/boulder) |
| 210 | Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete |
| 211 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% 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 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 212 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 213 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 214 | 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 and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One 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. |
| 215 | Providing and fixing bituminous pad 25mm thick for expansion joints in retainingwall, compound wall etc. complete. |
| 216 | Providing tar paper bearing including laying in proper position etc. complete. |
| 217 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per approved drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 218 | X - Major Bridge (101+590)Excavationforfoundation inearth,soilsofalltypes,sand,gravel,softmurumincludingshoringand strutting,dewateringasnecessaryanddisposingoffexcavatedstuffasdirected etc.complete. (By Mechanical Means)a) Upto 1.50m lift Normal Rate |
| 219 | Excavation for foundation in hard murum including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30%a) Upto 1.50m lift Normal Rate |
| 220 | Excavation for foundation in soft rock including shoring and strutting, dewatering asnecessary and disposing off excavated stuff as directed etc. complete.a) Upto 1.50m lift Normal Rateb) 1.50m to 3.00m lift, Add 10%c) 3.00m to 4.50m lift, Add 20%d) 4.50m to 6.0m lift, Add 30% |
| 221 | Excavation for foundation in hard rock by blasting including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed etc. complete.b) 1.50m to 3.00m lift, Add 10% |
| 222 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile capwith fully automatic micro processor PLC with SCADA enabled reversible drum typemixer/ concrete batch mix plant (pan mixer) etc. complete.For M15 Grade |
| 223 | Providing and filling annular space around footing in rock by using concrete of M15 gradeetc. complete. |
| 224 | Providing and laying plain in situ / ready mix M-35 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundationand compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sandfinely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.WithConcrete MixerFor Grade M 35 |
| 225 | 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 includingCM 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 with fine agreegates ofrequired specifications ( VSI sand finely washed etc )RCC M35 for Solid Pier/ Column a) Height upto 5 M. (With Concrete Mixer)i) Height up to 5 m, normal rate. |
| 226 | ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. |
| 227 | Providing and laying in situ / ready mix controlled M-35 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers andabutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) Withreversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc )RCC M35 for Pier & Abutment Cap |
| 228 | Providing and laying in situ / ready mix M-30 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. |
| 229 | Providing and laying in situ / ready mix M-40 cement concrete of trap / granite / quartzite/ gniess metal for reinforced cement concrete block below the bearing including necessary scaffolding, plywood/steel formwork, compaction by vibrating, finishing in CM 1:3 and curing complete (Excluding reinforcement)Using reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 230 | Supplying, fitting and fixing in position true to line and level POT- PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part I and II respectively and other partsconforming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoRTH specifications as per drawing and approved technical specifications etc. complete. |
| 231 | 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. |
| 232 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material) |
| 233 | Providing and laying in situ M35 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 reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with natural sand)i) Height up to 5 m, normal rate.ii) Height 5 to 7.50 m, add 5 percent extra.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.RCC M35 for Main/CrossGirder, diaphrams |
| 234 | Providing and laying in situ M35 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with natural sand) i) Height up to 5 m, normal rate. ii) Height 5to 7.50 m, add 5 percent extra.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.RCC M35 for Solid Slab/ Deck Slab |
| 235 | 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. |
| 236 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm to be installed by the manufacturer / supplier to their authorized representative ensuring compliance to the manufacturers instruction for installation as perapproved drawings and standard specifications etc. complete. |
| 237 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. |
| 238 | Providing 100mm diameter GI water spouts as per detailed drawings in RCC slab and wearing surface / kerb etc. complete. |
| 239 | Providing and laying in PCC M15 grade leveling course below approach slab complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and Technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )PCC M15 for Approach Slab |
| 240 | Providing and laying of RCC in M30 grade approach slab including reinforcement and formwork complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc )RCC M30 for Approach Slab |
| 241 | 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 sizetowards 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 |
| 242 | Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) |
| 243 | Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete |
| 244 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% 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 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 245 | Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on Granular surface treated with primer @ 2.75 kg/10 sqm(VG-30 bulk bitumen rates are considered to arrive at rates) |
| 246 | Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulkbitumen rates are considered to arrive at rates) |
| 247 | 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 and laid to required level and slope after cleaning the surface including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 4.75 mm nominal size at the rate of 0.005 cum per 10 One 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. |
| 248 | Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. |
| 249 | Providing tar paper bearing including laying in proper position etc. complete. |
| 250 | Construction of RCC railing of M30 Grade in situ / ready mix with 20 mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/ concrete batch mix plant (pan mixer) as per approved drawings and technical specifications etc. complete with fine agreegates of required specifications ( VSI sand finely washed etc ) |
| 251 | XI - Electric Utility Shiftinfing from Gundenur to Binagunda (84+00 to 101+00)HT LINE (O/H) SHEET ( 11 KV ) (Overhead) AB Cable 95 sqmm including Erection(Labour) cost on material (Outside of Substation), Supervision Charges on Material Cost, Transportation on Material Cost, Contigencies on Material Cost, T&P on Material Cost, BG Charges on 10% of the value of LOA(on Material & Centages), Labour Cess, Insurance, SUPERVISION CHARGES, Labour Charges for dismantlling, Excavation of cable trench & backfilling, ramming, watering, shoringand strutting etc. in the congested areas/ Horizontal Boring for laying of UG cable in the area of Highway road crossings etc complete, |
| 252 | Double Pole (DP) Structure SHEET ( 11 KV ) with AB Switch including Erection(Labour) cost on material (Outside of Substation), Supervision Charges on Material Cost, Transportation on Material Cost, Contigencies on Material Cost, T&P on Material Cost, BG Charges on 10% of the value of LOA(on Material & Centages), Labour Cess, Insurance, SUPERVISION CHARGES, Labour Charges for dismantlling, Excavation of cable trench & backfilling, ramming, watering, shoringand strutting etc. in the congested areas/ Horizontal Boring for laying of UG cable in the area of Highway road crossings etc complete, |
| 253 | Double Pole (DP) Structure SHEET ( 11 KV ) including Erection(Labour) cost on material (Outside of Substation), Supervision Charges on Material Cost, Transportation on Material Cost, Contigencies on Material Cost, T&P on Material Cost, BG Charges on 10% of the value of LOA(on Material & Centages), Labour Cess, Insurance, SUPERVISION CHARGES, Labour Charges for dismantlling, Excavation of cable trench & backfilling, ramming, watering, shoringand strutting etc. in the congested areas/ Horizontal Boring for laying of UG cable in the area of Highway road crossings etc complete, |
| 254 | ( 11 KV ) Highway crossingu/g cableincluding Erection(Labour) cost on material (Outside of Substation), Supervision Charges on Material Cost, Transportation on Material Cost, Contigencies on Material Cost, T&P on Material Cost, BG Charges on 10% of the value of LOA(on Material & Centages), Labour Cess, Insurance, SUPERVISION CHARGES, Labour Charges for dismantlling, Excavation of cable trench & backfilling, ramming, watering, shoringand strutting etc. in the congested areas/ Horizontal Boring for laying of UG cable in the area of Highway road crossings etc complete, |
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