Construction of paved shoulder with Interlocking Concrete Paver Block (ICBP) at built-up areas in stretches including construction/reconstruction of RCC covered drain in stretches and immediate Repair of Damaged stretches including cutting of Katcha

Amount

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.) (i) for grading-I Material

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 sb-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density ( including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )

Providing and laying of inter locking concrete block pavement (ICBP) with cement concrete paver blocks as per IS 15658-2006 of thickness 80mm and of specific 28 days compressive strength over a layer of bedding sand of compacted thickness 30mm, laid either in stretcher/ running/ herringbone pattern of bonds as directed by the engineer in charge and in proper level and grade and compacted with appropriate equipment such as plate vibrator along with spreading of a thin layer of joint filling sand to fill up the gaps between blocks including construction of edge restraint wherever required complete as per drawing and technical specification clause 1504 of MORD.

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) With Plasticiser. (B) P.C.C work (M-20)

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications

Painting Two Coats on New Concrete Surfaces' Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Construction/Reconstruction of R.C.C. Covered Drain ofvariable depth as per technical specifications & drawings enclosed (Average Depth = 1.50 m)

Construction/Reconstruction of R.C.C. Covered Drain ofvariable depth as per technical specifications & drawings enclosed (Average Depth = 1.40 m)

Construction/Reconstruction of R.C.C. Covered Drain ofvariable depth as per technical specifications & drawings enclosed (Average Depth = 1.80 m)

Construction/Reconstruction of R.C.C. Covered Drain ofvariable depth as per technical specifications & drawings enclosed (Average Depth = 1.90 m)

Construction/Reconstruction of R.C.C. Covered Drain ofvariable depth as per technical specifications & drawings enclosed (Average Depth = 2.40 m)

Construction of Open C.C Road Side Drain as per Drawing and technical specifications

Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes,in accordance with requirements of lines, grades and cross sections,loading and disposal of cut road with in all lifts and leads upto 1000 metres)

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.)

Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. )

Collection and supply of quarried stone of 150-200 mm size free from dust, dirt deleterious and other foreign materials including stacking in measurable stacks at site as per direction of the department. (Rates inclusive of forest royalty and all other taxes).

Labour for laying and spreading boulder/broken stone including breaking into suitable pieces on the road surface as directed including dressing and cambering the formation and utilizing the loose earth in filling the depression as directed including carriage of boulder/broken stone within 30m.

Supplying, laying, spreading, rolling, levelling & compacting granular materials at site as a profile correcting coarse inorder to make the road trafficable as instructed and directed by the Deptt.

Granular Sub-Base with Coarse Graded Material (Table : 400-2) Construction of Granular Sub Base (GSB) by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (with an initial lead of 5 km) - (I) For Grading I material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km.

Tack Coat (Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. (Including cost of testing of material at site and laboratory as directed by the deptt.) (ii) with Bitumen emulsion- CSS-1h

Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of soecified grading, premixed with bituminous binder @ 5.4 to 5.6% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 509 complete in all respect. (including carriage up to initial lead of 5.0km quarry and carriage of mixed materials up to 10.0km initial lead from mixing plant) (Including cost of testing of materials at site and laboratory as directed by the Deptt.) (C) With hydrated lime / cement as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification) (III) with 30/40 or VG-40 grade Bitumen (msa>30) ii) for Grading-II(13 mm nominal size)

Providing and erecting overhead signs of anti-corrosive steel ( All the steel work must be TATA/SAIL/any other approved brand.) tubular framed structure for retro reflective signage boards made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B III specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminium sheet with back supporting angle iron frame of 35x35x4mm angle iron duly riveted with solid MS & aluminum rivets. The entire face of the sign shall be covered & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hoed pattern on front site (no plain surface) with heat lamp vacuum applicator machine only. The yellow/white/red/blue portion of the board shall be screen printed on the high intensity shed base including fixing the board on portal/support/wall/dowel rod etc., with contractors clamps/cleats/bolts/rivets/wells including all contractors materials, labour, tools, lead & lifts etc. complete and all other incidental charges necessary for successful completion of work as per specifications and as directed.

Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4956 BIII specifications having approved pattern over its entire surface bonded on to 2 mm thick aluminium sheeting, the entire face of the sign shall be covered & bounded with yellow/ white/red/blue high intensity grade with distinctive nod pattern on front site with heat lamp vacuum applicator machine only. (For 2 nos Size 1.20 m x 13m at ch 252+700 and 260+100)

Foundation work comprises earth work in foundation trenches, cement concrete 1:4:8,RCC 1:2:4 &earth filling etc.(Size 2.1x2.1x2.1m) Earth work in excavation in foundation of structures as per drawing & techniclal specifications including setting out, construction of soring and bracing, removal of stumps and other deletarious matter, dressing of sides and bottom and backfilling with approved material as MoSRT&H 304 inordinary soil by manual means (without dewatring: upto 3M depth

Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork.(N) With Plasticiser. (A) P.C.C work (M-15)

Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.From Primary Sources: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel (i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2

Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. 'RCC M20 Grade.'With Batching Plant, Transit Mixer and Concrete Pump (For 2 nos of Over head Gantry Board at ch 252+700, ch 260+100)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. Pedestrian crossing (3.00x0.50) x10x10 nos

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. Stop Line 2x (0.20x10.00) x20(Nos.).

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. Speed Breaker 6 x 3 x .075 x 3 x 10

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. Transverse marking 10x2x.2x(10/1.5)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications. Give away sign 10x2x.2x(5/1.5)

Providing reflective pavement marker with a provision spike at the bottom with micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fix to the road surface using the adhesive and the producers recommended by the manufacturer with three month replacement warranty and free maintenance

Providing and fixing of retro- refectories cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. i) 90cm equilateral traingle

Providing and fixing of retro- refectories cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iii) 60cm circular

Providing and fixing of retro- refectories cautionary, mandatory and informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. iv) 80cm x 60 cm rectangular (Chevron for Cruves)

Direction and place identification sign more than 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 nos. firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. . ( All the Steel work must be Tata/Sail/or any other approved brand) 120cm x 120cm Square. (Highway Quatation Board). 2x12 Nos

Providing metal tubular delineator (50mm dia and 1.25mm thick) with 15cm reflector made of heigh intensity grade retro reflectorised sheeting around the pipe at top covered with wire mesh of 20cm length with two nos of similar reflective bands and bottom fastener M.S. angle including firmly fixing the delineator to the ground by means of CC(M-15) foundation of size-(25cmx25cmx25cm), 25cm below ground to the true line and level as directed by the deptt. With six months replacement warranty and free maintenance. 1000mm height.

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) From 253/650 km 253/750 km (4*100.00 m)

Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) From 257/000 km 257/200 km (1*200.00 m) (LHS)

Providing and fixing of retro- reflective 50mm width tape as per IRC : 67 made of encapsulated lens type HIP(High Intesity Prismatic) shetting vide clause 801.3 for Highlight the metal Beam crash barrier.

Providing Sparkle solar stud manufactured by Tata B.P. Solar India Ltd. of size ( 125mmx125mm). 90mm height (from bottom of shank to the top of stud ) with detachable battery, m6LEDs-three on each side for Bi-directional studs/3 LEDs on the one side for unidirectional studs, ultra bright LED in amber and red color , weight per stud 700+25 gms, flash rate of 50-65 times per minutes completely water resistant and water proof with replacement warranty and free maintenance for one year from the date of instantiation of stud on road ( instantiation should be made using adhesive and producers recommended by manufacturer under the supervision of their competent technician)'a) Bi-directional Stud-(10x4 =24nos)

M/s. Jaichand Lal Singhi