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| 1 | Clearing and grubbing of road land including up rooting rank vegetation grass,bush shrubs sapling and tree of girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal & disposal of top organic soil not exceeding 150 mm in thickness as per technical Specification Clause 201. (i) By Manual Means- (A) In area of light jungle |
| 2 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)(II) By Mechanical Means for items No. 202(b) & (c)(A)Cement Concrete Grade M-15 & M-20 |
| 3 | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres)(II) By Mechanical Means for items No. 202(b) & (c)(B) Prestressed / Reinforced cement concrete grade M-20 & above |
| 4 | Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works(C) Above 900 mm |
| 5 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(i) Girth above 300 mm to 600 mm |
| 6 | Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.(ii) Girth from 600 mm to 900 mm |
| 7 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately)By Manual MeansA. Bituminous courses |
| 8 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at PWD Store Ghilamara and disposal of dismantled materials up to a lead of 1000metres ,stacking serviceable materials and unserviceable materials separately.) |
| 9 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( including compensation of earth.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 10 | (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) ( including compensation of earth.)(a) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) from private land |
| 11 | (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 on prepared surface and compacting with vibratory power roller to achieve the desired density,complete as per cl. 401 (with an initial lead of 5 Km.) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(i) For Grading- I Material |
| 12 | (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 sbbase/ 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 ) |
| 13 | (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(i) With bitumen emulsion-CSS-1h |
| 14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)(I)With Bitumen emulsion CSS-1h(c) Granular surfaces treated with primer |
| 15 | (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 507 complete in all respects) ( 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 ) (Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler ( refer table 500-9 of MoRT&H specification)(I)’with 60/70 or VG-30 grade bitumen(ii) for GradingII(19 mm nominal size) |
| 16 | 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 specified 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 required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (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 )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)(I)’with 60/70 or VG-30 grade bitumen(ii) for Grading-II (13 mm nominal size) |
| 17 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(i) 90cm equilateral traingle |
| 18 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(iii) 60cm circular |
| 19 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(iv) 80cmm x 60 cm rectangular |
| 20 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(vi) 60cmm x 60 cm square (Used as chevron in major turnings) |
| 21 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(vii) 90cm high octagon |
| 22 | 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 not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(a) 20 numbers Place Identification sign Board |
| 23 | 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 not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(b) Hazard Mark sign board in CD works (900 mm x 300 mm) |
| 24 | 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 MoRT&H specifications |
| 25 | Providing reflective pavement Marker with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MORT&H fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance. |
| 26 | Providing and fixing metal road stud with dimensions 149x149x27mm Length anchoring shank:80 mm Aluminum body with.(b) Two- way reflective with 2x28 glass elements |
| 27 | Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc i) 5th KM Kilometer Stone |
| 28 | Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc ii) Ordinary Kilometer Stone |
| 29 | Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc iv) 200th meter stone (precast) |
| 30 | (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 channelsection 150mmX75mmX5mm, 330mm long complete as per clause 810.) |
| 31 | (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(i) With bitumen emulsion-CSS-1h |
| 32 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)(I)With Bitumen emulsion CSS-1h(c) Granular surfaces treated with primer |
| 33 | 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 specified 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 required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H specification clause No. 509 complete in all respects) (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 )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoRT&H specification)(I)’with 60/70 or VG-30 grade bitumen(ii) for Grading-II (13 mm nominal size) |
| 34 | Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm 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)(i) 90cm equilateral traingle |
| 35 | 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 MoRT&H specifications |
| 36 | Providing and errecting overhead signs of anti - corrosive steel tubular framed structure (all the steel work must be TATA/SAIL/ any other approved brand) for retro refective signage board made of high intensity grade encapsulated lens type retro Reflective sheeting conforming to ASTMD4956 type B-III specification and having approved pattern over its entier 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 & aluminium rivets. The entier face of the sign shall be coved & bounded with yellow/white/red/blue high intensity encapsulated lens reflective sheeting with distinctive hope pattern on fron side (no plain surface) with heat lamp vacuum applicator machine only. The yellow /white/red/blue portion of board --- etc completed as per specification and as directed. (Retro - Reflective sheeting conforming to ASTMD4956 type B-III specifications and foundation works shall be measured and paid separately. |
| 37 | Providing retro reflective sign board of high intensity grade reflective sheeting conforming to ASTMD4946 B-III specifications having approved pattern over its entier surface bonded on to 2mm thick aluminium sheeting , the entire face of the sign shall be covered & bounded with yellow /white /red/blue high intensity grade with distintive nod pattern on front side with heat lamp vacuum applicator machine only |
| 38 | (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavated earth to the extent required and utilising theremaining earth locallyfor road work.)(I) Ordinary soil(B) Mechanical Means (Depth upto 3 m))( Without dewatering ) |
| 39 | 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)(i) Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 PCC grade M20 |
| 40 | Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specifications(i) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 |
| 41 | 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)(ii) Plain /Reinforced cement in open foundation complete as per drawing & technicla specifications as MoSRT&H, 1500, 1700, 2100 RCC grade M20 using concrete mixure |
| 42 | Supplying, fitting and fixing RCC guard post size 15cm dia, 150cm long, 75cm above the ground and 75cm below the ground, with4-12mm Torsteel main steel and6mm MS stirrups at 15 cm c/c tied in position with an nealed blackwire, cement concrete proportion 1:2:4 with broken stone aggregate upto 20mm size including centering ,moulding the top curing, painted black and white alternately in 23cm stripsup to 0.75m from the top having reflective band 2nos. of desired shade etc. as per design and direction complete. (i) '15 cm dia with 4-12mm Tor bar |
| 43 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soilii) By Mechanical Meansiii) Without dewatering-Depth upto 3 m |
| 44 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 45 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork: Clause 1500, 1700 & 2100(N) Without Plasticiser(A) P.C.C. Grade M15 |
| 46 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork: Clause 1500, 1700 & 2100(N) Without Plasticiser(B) P.C.C. Grade M20 |
| 47 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications(i) ‘TMT CRS ( Fe-500)reinforcement bar |
| 48 | Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade,tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not toexceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications |
| 49 | Drainage Spouts complete as per approved drawing and Technical Specification |
| 50 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce.Complete as per drawing and Technical specification. |
| 51 | Providing and Laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications clause 1301 |
| 52 | Boulder apron laid in wire crates :(Providing & laying boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mmX100mm mesh.(weaved diagonally) incldg.10% extra for laps and joints laid with stone boulder wieghting not less than 25 kg each as per drawing and technical specifications clause 1301 |
| 53 | Single Cell Hume Pipe Culvert: (3 numbers)Excavation for Structures: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.I.Ordinary soilii) By Mechanical Meansiii) Without dewatering-Depth upto 3 m |
| 54 | Labour for laying Reinforced cement concrete pipe NP4/NP3/prestressed concrete pipe for culverts on first classbedding of granular material /cc M-15 in single row including fixing collar with cement mortar 1:2,and cost of granular bedding but excluding excavation, rotection works, backfilling, concrete and masonry work in head wall and parapet,cost of pipe and cost of CC bedding.I) With 1st class bedding of granular material(A) 1000 mm dia |
| 55 | Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork: Clause 1500, 1700 & 2100(N) Without Plasticiser(A) P.C.C. Grade M15 |
| 56 | Providing and laying RCC pipe NP3 as per design in Single Row for culverts on first class bedding of granular materials in single row including fixing collar with cement morter 1:2 but excluding excavation, protection work, backfilling, concrete works in head walls and parapets Clause 1106. Please Enable Macros to View BoQ information |
