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| 1 | Earth work excavation in all classes of soils. including earth mixed small sized boulders. except hard rock requiring blasting and depositing on bank including existing road surface with all leads and lifts as per SS 20B including cost of all labour and equipments. shecting, shoring, bracing and all incidental charges such as bailing out water, draining and pumping, providing and maintaining necessary cofferdams and cribs and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstruction, trimming bottom of excavation, backfilling and clearing up the site and disposal of all surplus material, etc, complete as per relevant standard specification for excavation of FOUNDATION OF RAFT SLAB & RETAINING WALLS as per section 300 of MoRT&H - V Revision (including 600 mm from the face of base course as per Cl. 4.2.5.1 of IS:1200 (Part 1)-1992.) |
| 2 | Upto 2.00m depth |
| 3 | Upto 2.00m to 3.00m depth |
| 4 | Upto 3.00m to 4.00m depth |
| 5 | Upto 4.00m to 5.00m depth |
| 6 | Upto 5.00m to 6.00m depth |
| 7 | Upto 6.00m to 7.00m depth |
| 8 | Upto 7.00m to 8.00m depth |
| 9 | Upto 8.00m to 9.00m depth |
| 10 | Upto 9.00m to 10.00m depth |
| 11 | Earth work excavation in Weathered Rock/SDR not requiring blasting and depositing on bank including existing road surface with all leads and lifts including cost of all labour and equipments, shecting, shoring and bracing and shells and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc, complete as per relevant standard specification for excavation of FOUNDATION OF RAFT SLAB & RETAINING WALLS |
| 12 | Upto 2.00m depth |
| 13 | Upto 2.00m to 3.00m depth |
| 14 | Upto 3.00m to 4.00m depth |
| 15 | Upto 4.00m to 5.00m depth |
| 16 | Upto 5.00m to 6.00m depth |
| 17 | Upto 6.00m to 7.00m depth |
| 18 | Upto 7.00m to 8.00m depth |
| 19 | Vibrated Cement Concrete M15 (Nominal mix) 20mm ISS HBG metal admixed with 2% suitab water proofing compound as per IS 2645 2 including cost and conveyance of all materia to site and cost of cement at site include cost of formwork, lead for soft water, labour charges for mixing, transporting, laying and curin concrete, working at depths, tools and plants ar incidental charges such as bailing out water. maintaining of protective bunds, cofferdams, shoring, strutting, rendering the surface smooth with cement sand mortar (CM 1:3) and mixed with suitable water proofing compound conforming to IS: 2645-2003 etc. complete as per relevant standard specification for BASE COURSE below raft slab |
| 20 | Compacted Cement Concrete of Grade M15 (Nominal Mix), using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE under Footing of FOB stairs as per section 2100 of MoRT&(H) Specifications- V revision. |
| 21 | Vibrated reinforced cement concrete M35(Design mix) using 20mm ISS HBG graded metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at depths, hire charges for tools and plants, rendering the sides of raft slab smooth, grounting as per Cl.8.7 (c) of IRC:SP: 90-2023 including all other incidental charges etc., complete for RAFT SLAB as per section 1500 and 1700 of MoRTH specification - V revision. |
| 22 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS HBG graded metal admixed with 2% suitable water proofing compound as per IS 2645 : 2003 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at depths, hire charges for tools and plants, rendering the outer face of retaining wall smooth, including all other incidental charges etc., complete for RETAINING WALL as per section 1500 and 1700 of MoRTH specification - V revision and as per Cl.8.7 of IRC:SP: 90-2023. |
| 23 | Application of two coats of approved water proofing coating over the properly rendered surface of base course, plastered outer face of retaining wall and sides of raft slab with suitable water proofing compound as per IS 2654-2003. |
| 24 | Plastering with cement mortar 1:3, 12mm thick, admixed with suitable water proofing compound as per IS 2645 : 2003 over the treated area, including cost and conveyance of all materials to site including cost of cement, water proofing compound, soft water, labour charges for curing etc, complete as per relevant standard specification for outerface of RETAINING WALL AND SIDES OF RAFT SLAB as per IS 6494 - 1988. |
| 25 | Application of ATACTIC POLY PROPYLENE (APP) modified polymer waterproofing membrane (4mm thick or equivalent of not less than 4 kg/sqm consisting of 90 micron high molecular high density polyethelene film as centre core) over the coating of hot bitumen 85/25 grade (IS:702 - 2022) at 1.2 kg/sqm applied over the coating of water based bituminous primer and fixing the membrane with minimum 100mm overlaps, sealing the joints with L.P.G torch complete for outer side of Retaining wall & raft slab and over base course as per IS 6494 - 1988. |
| 26 | Providing CEMENT SAND SCREED, 1:3, 50 mm thick , admixed with suitable water proofing compound and laid over the APP membrane including cost and conveyance of all materials to site including cost of cement water proofing compound, soft water,labour charges for curing etc, complete over Base Course. |
| 27 | Brick work in C.M. 1:3 for 115mm thickness using best quality stock bricks including cost & conveyance of materials to the site, labour charges and all other incidental charges etc., complete over APP on the outer face of Retaining wall & Raft slab as per section 1300 of MoRTH specification - V revision. |
| 28 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS Size HBG graded metal admixed with 2% suitable water proofing compound including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transporting, laying and curing concrete, working at depths, hire charges for tools and plants, including all other incidental charges etc., complete for ABUTMENT for FOB |
| 29 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at depths, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for PIER supporting Deck slab of FOB RCC Wall type Pier. |
| 30 | Providing and fixing KRAFT PAPER for full breadth of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete for Solid slab over Abutment & Pier for FOB. |
| 31 | Vibrated Reinforced Cement Concrete M35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for SOLID SLAB OF FOOT OVER BRIDGE as per section 1500 and 1700 of MoRTH specification - V revision. |
| 32 | Providing and fixing PVC EXPANSION JOINT 20mm wide expansion gap provided in between solid slabs over Pier for Foot Over Bridge as shown in the drawing including cost and conveyance of expansion joints, including bitumen pad, water stopper and joint sealant etc, including cost of testing as per MoRT&H specifications, including labour, equipment and incidentel charges for fixing the joints complete in all respects as per specifications |
| 33 | Vibrated Reinforced Cement Concrete M 35 (Design mix) using 20mm ISS HBG graded metal , including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. Stair case for FOB (in Service road portion (LHS & RHS)). |
| 34 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at depths, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for KERB over Raft slab as per section 1500 and 1700 of MoRTH specification - V revision. |
| 35 | Vibrated reinforced cement concrete M35 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at depths, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for CENTRE MEDIAN OVER RAFT SLAB. |
| 36 | Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at depths, cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for RCC PARAPET WALL over Solid Deck slab for FOB. |
| 37 | Vibrated reinforced Cement Concrete M40 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plant, including all other incidental charges, etc., complete for CRASH BARRIER over Retaining wall as per section 811 and 2700 of MoRTH specification - V revision. |
| 38 | Vibrated Cement Concrete M30 (Design mix) using IRC HBG Graded metal including cost and conveyance of all materials to worksite including cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges, formwork, complete for WEARING COAT OVER RAFT SLAB as per section 2700 of MoRTH specification - V revision. |
| 39 | Fabrication and fixing of MS HANDRAILS for staircase as per the drawing using MS pipes, angles, squares, flats, etc., including cost of steel, fabrication, transportation, painting and fixing at site as directed by the Engineers as per section 2700 of MoRTH specification - V revision. |
| 40 | Supply and fabrication of Fe-500D (HSD) steel , including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1600 of MoRTH specification - V revision. |
| 41 | Supply and fabrication of Mild steel Fe-240 - Grade II including cost of steel at site, cost of fabrication, lablour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete, as per section 1600 of MoRTH specification - V revision. |
| 42 | Providing Approach Road for RUB |
| 43 | Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CUTTING as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) Service road Merging portion |
| 44 | Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. |
| 45 | Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. |
| 46 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 47 | Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 48 | Proivding and laying of Tack Coat over WMM surface (treated with primer) using 2.5 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev -5 |
| 49 | Providing and laying of Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labourcharges, rentals for machinery,fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 |
| 50 | Providing and laying Dense Bituminous Macadam 95mm thick in which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 40 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-I) as per MORTH No. 111, 112, 505, 900 |
| 51 | Providing and laying Bituminous Concrete 30 mm thick which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 40 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900 |
| 52 | Providing Service Road for RUB |
| 53 | Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for BOX CUTTING as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) |
| 54 | Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. |
| 55 | Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, 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 roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900. |
| 56 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 57 | Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 |
| 58 | Proivding and laying of Tack Coat over WMM surface (treated with primer) using 2.5 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev -5 |
| 59 | Providing and laying Dense Bituminous Macadam 60 mm thick which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 505, 900 |
| 60 | Providing and laying Bituminous Concrete 30 mm thick which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900 |
| 61 | Providing Drain on either side of RUB |
| 62 | Earthwork excavation in all classes of ordinary soil except hard rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges etc., complete as per relevant standard specification for foundation of Drain (SS20B) |
| 63 | Plain cement concrete M15 [Nominal mix 1:2:4] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for LEVELLING COURSE of Drain. |
| 64 | Vibrated reinforced cement concrete of grade M25 (Design Mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for BASE SLAB OF DRAINS. |
| 65 | Vibrated reinforced cement concrete of grade M25 (Design Mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for SIDE WALLS OF DRAINS. |
| 66 | Vibrated reinforced cement concrete of grade M25 design mix using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for COVER SLAB OF DRAINS. |
| 67 | Providing and fixing of PVC pipe 100mm dia of required lengths in drain, to drain out the water from service road, including costs and conveyance of all materials to work site and labour charges for fixing the PVC pipes at 10m intervel along the service road side walls of drain, , hire charges for tools and plants and incidental charges, etc., complete as per standard specifications |
| 68 | Providing and fixing CI Grating with PVC pipe 100mm dia of required lengths in drain, to drain out the water from service road, including costs and conveyance of all materials to work site and labour charges for fixing the PVC pipes at 10m intervel along the service road side walls of drain, , hire charges for tools and plants and incidental charges, etc., complete as per standard specifications |
| 69 | Providing and fixing precast heavy duty manhole frame with cover (Rectangular shape) of size 600mm x 600mm as shown in the drawings, including cost and conveyance of all materials to site and labour charge for fixing the same at 10m interval along the top of cover slab, hire charges for tools and plants, incidental charges, etc., complete as per standard specifications. |
| 70 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc, complete, as per standard specifications. |
| 71 | Construction of Two Cell Box Culvert of size 2m x 2m |
| 72 | Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation for Box Culvert. |
| 73 | Plain cement concrete of grade M15 (Design mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW for Box Culvert. |
| 74 | Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for for Box culvert. |
| 75 | Supply and fabrication of steel Grade Fe-500D required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the rods straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification |
| 76 | Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying, compacting, curing including all other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB |
| 77 | Provision for Painting the RUB |
| 78 | Painting two coat with ready mixed plastic emulsion paint and approved priming coat over the cement surface complete including scrapping clean removal of dirt parts for crash barrier, safety kerb, hand rails, bridge bottom sides, deck slab bottom, abutment, return walls and retaining wall sides with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications over Retaining wall, Crash barrier, Staircase and Foot bridge |
| 79 | Painting two coat with ready mixed plastic enamel paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking over Crash barrier, Kerb and Centre Median |
| 80 | Provision for Road Furnitures |
| 81 | 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:35-2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 for centre line marking and edge line marking |
| 82 | Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) |
| 83 | 60 cm Circular |
| 84 | 60 x 45 cm Rectangular |
| 85 | 90 cm Equilateral triangle |
| 86 | Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out ofHigh Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956–09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- incharge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) |
| 87 | Having area more than 0.9 Sqm |
| 88 | Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. 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 marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete |
| 89 | Supplying and installation of Delineators(road way indicators, Hazard markers, object markers), 80-100 cm above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed in to the ground conforming to IRC 79 etc., complete( as per MoRT&H Sp, No.806) |
| 90 | Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular |
| 91 | Providing and erecting direction and place indentification retro reflectorised sign made out of cube corner micro prismatic grade sheeting confirming to type -XI standards of IRC 67-2022 and ASTM D 4956-09 specification and fixed over 2mm aluminum sheet fixed over back supporting frame of 25x 25mm x 3mm mild steel angle post 75mm x 75mm x 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materils, equipment , machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge .Micro prismatic grade retro reflection sheet shall consist of minimum co-efficient of retro- reflection as per table 6.9 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 years warrenty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012( as per MORT&H specifications No.801) |
| 92 | Having area more than 0.9 Sqm |
| 93 | Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm2. Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification |
| 94 | Provision for Disposal of Excess cut earth |
| 95 | Conveyance of excavated earth with a lead of 2 km by tipper carries sincehanenly along with the process of earthwork exeavation for foundation of ROB and Retaining wall, for the disposal of surplus earth at the place specified by the engineer and in the specified lines by the departmental officers and stacking the same at specified locations for premeasurements for making payment and including all incidental charges etc., complete. |
| 96 | Provision for Diversion Road |
| 97 | Advance patch work for making up the undulation in the existing B.T Surface up to 50mm thickness using 45.00 mm IRC size HBG crusher metal premixed with 44 kgs. of 80/100 packed bitumen per cum of metal includung cost and conveyance of all metrials to site stacking them to standard dept1 metric guage for pre-measurement as directed by the dept1. officer and including cost and conveyance of bitumen which will be supplied and produced by the contractor himself at his own cost including handling charges for the same at both ends, heating the bitumen premixing laying, tamping including all labour charges for patch work and hire charges and fuel charges for all tools and plants employed and all the other incidental charges etc., complete. |
| 98 | Tack coat - Providing and applying tack coat with Bitumen Emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.2kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer |
| 99 | Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm,0.1404cum of 11.2-5.6mm,0.0729cum of 5.602.80mm,0.0405cum of 2.80mm and below (typeB) graded HBG metal using 19kg of VG30 Bitumen for 10sqm including premixing at CMP,conveyance by tipper lorry,laying by paver finisher and rolling by vibratory roller including cost and conveyance of all materials,hire charges of all labour charges,fuel and all other incidental charges etc., complete as per specification using CMP as perclause 508 of MORTH Rev-5.Close graded premix carpet |
| 100 | Provision for Dismantling the existing Culvert |
| 101 | Dismantling the existing Plain Cement Concrete in the existing Culvert and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 102 | Dismantling the existing Reinforced Cement Concrete in the existing culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. |
| 103 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 104 | Sub Total Amount for above all items |
| 105 | GST 18% for the above SubTotal Amount Please Enable Macros to View BoQ information |
| 106 | GST 18% for the above SubTotal Amount Please Enable Macros to View BoQ information |
