TN No 1 2025 26 SDO Dated 05.08.2025

Amount

Dismantling the brick arch bridge slab and abutment

Dismantling the existing RR masonry curtain wall

Earthwork excavation in Kankar / Soft disintegrated rock not requiring blasting except 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 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 FOUNDATION OF UNDER ABUTMENTS AND PIERS FOR OPEN & PILE CAP as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision) for FOUNDATION OF ABUTMENTS & PIERS, RCC RETAINING WALL AND FOOT PATH CUM DRAIN upto 2m depth

from 2m - 3m depth (HLB)

Providing and driving in position permanent M.S liners 6mm thick for piles from bottom of pilecap as per cl.709.1.4 of IRC : 78 - 2014 including cost and liners and fabricating, welded construction with consumable, labour and plants and driving to be left peramnently with the pile shaft as per the requirement and as per standard specification and placing them in position with all leads and lifts etc. complete as per Section 1100 & 1600 of MoRT & H specification (V Revision) for HLB

Providing reinforced cement concrete of grade M-35 grade (Design Mix)using 20mm ISS HBG metal cast-in-situ bored piles of 1200 mm diameter as per CI.709.1.9. of IRC: 78-2014, conveyance of all materials to site and cement at site but excluding cost and fabrication of steel including placing of reinforcement in positio before concreting setting up piling equipment, Shifting the same from one pile location to anthor pile location dismantaling and including all labour for boring through all soils, leading the excavated earth to a distance 200m including forming of fworking platform over the river bed for accommodating piling equipment forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges tec., complete as per standard specifications, forming and maintaning protective bunds and all other incidental charges etc....complete for PILES BELOW ABUTMENTS AND PIERS as per section 1100 & 1700 of MoRT & H specification (V Revision) for HLB

Vibrated Cement concrete - M15 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF ABUTMENTS & PIERS, BASE COURSE BELOW APPROACH SLAB for HLB, RCC Retaining walls and Foot Path cum Drain as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for PILECAP UNDER ABUTMENTS, RETURN WALLS AND PIERS OF HLB as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for ABUTMENTS AND RETURN WALL SUBSTRUCTURE OF HLB as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per section 1500, 1700 & 2200 MORT&H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS OF HLB as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete for PIERS- 1800 mm dia of HLB as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete of grade M35 Design Mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complet as per section 1500, 1700 & 2200 MORT&H specification (V Revision) for CAPPING BEAMS OVER CIRCULAR COLUMN PIERS OF HLB

Vibrated Reinforced Cement Concrete of grade M35 ( Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 MORT&H specification (V Revision) for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS OF HLB

Supplying and Fixing of ELASTOMERIC BEARING as shown in the drawing including cost and conveyance to worksite, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 MORT&H specification (V Revision) OF HLB

Vibrated Reinforced Cement Concrete M35 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for T-BEAMS AND CROSS BEAMS OF HLB as per section 1500, 1700 & 2300 MORT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M35 (Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cem)ent at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2300 MORT&H specification (V Revision) for DECK SLAB OF HLB

Vibrated Reinforced Cement Concrete M40 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including cost of form work labour charges for mixing, transporting, laying, and curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges etc.,, complete for for MEDIAN as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision) for HLB

Vibrated Reinforced Cement Concrete M30 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including cost of form work labour charges for mixing, transporting, laying, and curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges etc.,, complete for HANDRAILS AND POSTS as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision) HLB

Vibrated Reinforced Cement Concrete M40 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including cost of form work labour charges for mixing, transporting, laying, and curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges etc.,, complete for CRASH BARRIERS as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision) (HLB AND RCC RETAINING WALLs)

Providing and Fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI Drawing SD/205 with grating arrangements at top as shown in the drawing drainage spout projecting atleast 300 mm beyond the bottom of slab as shown in drawing including cost and conveyance of Galvanished Iron pipes and flats and fixing them in position etc., complete as per cl 2705 of MORT&H specification (V Revision) OF HLB

Vibrated Cement concrete - M15 (Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MoRT&H specification (V Revision) for PARAPET OVER RETURN WALLS for HLB as per section 1500, 1700 & 2200 MORT&H specification (V Revision).

Vibrated Reinforced Cement Concrete M-30 Design Mix, using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, compacting, curing working at heights, soft water and hire charges for tools and plants including all other incidental charges, etc, complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) OF HLB

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works_Vth Revision: 2013 Published by Ministry of Surface Transport (Roads Wing) in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per MoRT&H specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MoRT&H Specification (V Revision) OF HLB

Vibrated Reinforced Cement Concrete M-30 Design Mix,75mm thick using 25mm,12mm,6mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, compacting, curing working at heights, soft water and hire charges for tools and plants including all other incidental charges, etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per cl 1500, 1700 & 2702.2 of MORT&H specification (V Revision) OF HLB

Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN THE ABUTMENTS AND WINGS(HLB AND RETAINING WALL)

Providing FILTER MEDIA behind the abutments and wings for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H- rev-5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc., complete as per CI.710.1.4 & Appendix - 6 of IRC: 78-2014 for HLB

Filling behind Abutments and returns with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per CI.710.1.4& Appendix-6 of IRC: 78-2014 for HLB

Supply and Fabrication of Fe-500 (HYSD) 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 overlapping 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 cl 2706of MORT&H specification (V Revision) for HLB and RCC Retaining wall

Supply and Fabrication of Fe-500 (HYSD) 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 overlapping 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 cl 2706of MORT&H specification (V Revision) for Drain

Supply and Fabrication of Fe-240(HYSD) 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 overlapping 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 cl 2706of MORT&H specification (V Revision) for HLB

Supply and fixing of High Quality of PVC pipes of 150mm dia. including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths for HLB

Vibrated Cement Concrete of grade M35 design Mix using 20mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for FOOTINGS OF RCC RETAINING WALLS

Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RCC RETAINING WALLS (Below Ground Level)

Vibrated Reinforced Cement Concrete of grade M35 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RCC RETAINING WALLS (Above Ground Level)

Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Base slab of drain.

Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Drain wall.

Vibrated Reinforced Cement Concrete of grade M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Drain cover slab

Providing and fixing of 100 mm Dia. PVC Drain pipes including cost and conveyance of PVC pipe and labour charges for cutting and fixing in position etc. all complete for Drain

Supplying and fixing of fiber reinforced concrete Manholes cover 60 x 60cm with frame as per IRC :50 - 1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab. For storm water drain portion

Picking the existing BT surface upto 50 mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same and depositing the debris excluding the cost of material out including labour charges for picking and all other tools and plants employed and including all other incidental charges etc,.. complete as per standard specification for Approach road

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank away from work site and lifts as per SS20 B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification, for Approach road and Dismantling

Forming embankment using carted earth having a minimum 8 CBR of 95% compaction including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 95% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for filling Approach road

Forming embankment using carted earth having a minimum 8 CBR of 97% compaction including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MoRT&H - V Revision for filling Approach road and Service road

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading III Material for approach road and service road

Providing Granular Sub Base as per clause 401.2.1 viz. sand, mooram, gravel crushed stone, individual or combination thereof which satisfies the physical standards given in clause 401.2.2 and gives the 30 CBR including conveyance of earth all materials and hire and machinery charges of Tools and Plants employed and all other incidental charges as per MORT&H specification No 401 - Grading V Material for approach road and service road

Providing and laying Wet Mix Macadam Base Couse of 250mm thickness in two layers of 125mm each or else as specified on the prepared Sub-Base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified indluding mixing in Base mix plant, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and fine dressing for required grade and cross slope as shown on the drawing, equipment safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 406 as directed by Engineer for approach road and service road

Providing and laying Prime coat over WBM/WMM surface using 7kg of Emulsion Bitument (SS1) per 10sqm for preparatory to another bitiminous constrction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H-V for approach road and service road

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50kg of Bitument Emulsion (RS1) per 10 sqm 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 503 of MoRT&H - V for approach road and service road

Providing and laying Dense bituminous Macadam of (DBM) 100mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified and of sufficient quantities to yield specified compacted thickness with VG30 grade straight run bitumen by weight of the total mix and premixed in a central hot mix plant including screening, sorting and spreading with self propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kN static weight and finishing to the required and cross slop as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved sources to work site with all lift and leads by mechanical transport, dead load or any other mode of tranportation, including labour, tools and plants equipments safety measures, testing and incidental charges necessary to complete the work as per MoRT&H Tehnical specification Clause 505 for approach road and service road

Providing and laying Bituminous Concrete 30mm thick using 0.13cum of 19.00 - 9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36mm and below size course aggregate with 50-30 kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to requried temperature and mixing in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site etc., including hire charges and fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, Paver Finsiher/9m paver finbisher, Vibratory/Pneumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H V Revision for approach road and service road

Forming Berms with Earth D29 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacting by power roller in the required proctor density of 100% compaction for formation of berms of Approach Road.

Vibrated Cement Concrete of grade M20 Nominal Mix, using 20mm ISS size HBG graded metal including cost and 2conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for CENTRE MEDIAN of Approach Road.

Providing Painting 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

Painitng two coats with ready mix plastic enamel paint with approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts including cost and conveyance of all materials to site, all labour for cleaning the surface,painting including form work for working in heights and all other incidental charges etc.,complete.

Providing Road Furniture for Main work, Junction Improvements Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bead @ 250 grm.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 free streaks and holes etc., complete.as per MORT&H specification No.383

Providing and fixing reflective Road Stud of "catagory A"Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS Moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal friction of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH Circular No.RW/NH.33023/10/97-DO.III Dated 11.06.97 and the length, height,and width of the body shall not be less than15mm ,90 mm and 100mm and the minimum reflective area of 13 Sq.Cm on each side and the slope to the base shall be 35+/- degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular.The strength of detachment of the integrated cylindrical shanks,(of diameter not less than 19+/- 2mm and height not less than 30+/-2mm) from the body is to be a monimum 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 adhesives as per manufacturer's recommendation and complete as directed by the enginner. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc., complete

Providing and erecting of direction and place identification Retro -Reflectorised sign made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 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 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 consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. 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 IRC67:2012. (as per MORT & H Specification No.801) (More then 0.9 sqm)type IV

Providing and fixing of Retro Reflectorised Cautionary boards, mandatory and informatory signs (with or without definition board) made out of HIgh intensity Prismatic Grade sheeting confirming to IRC 67-2010 and ASTM D 4956 - 09, Type IV Specification and fixed over 1.50 mm thick aluminium sheet fixed angle and supported on a mild steel angle iron post 75 mm X 75 mm X 6mm firmly fixed to the ground by; means of properly designed foundation with M 15 grade cement concrete 45 X 45X 60 cm, 60 cm below G.L etc complete including 7 year warranty for the Retro Reflectove Sheeting as per clause 6.9 of IRC 67: 2010 Specification. (as per MorT & H specification No. 801) (Item No. 3(A) of minutes 169 of the meeting of BOE) (A) Retro - Reflectorised Traffic signs (without definition board) i) 60 cm Circular Board

Providing and erecting of Retro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made out of High Intensity Prismatic Grade Sheeting conforming to type-IV standards of IRC 67:2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to bottom of sign board and 0.60m below ground level. The sign post should be painted as per IRC67-2012 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 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 consis of minimum coefficient of retro reflection as per table 6.6 of IRC67-2012. 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 IRC67:2012. (as per MORT & H Specification No.801) (90 cm equilateral triangular board without definition board)

HAZARD MARKER BOARD: Providing and fixing of retro – reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC 67:2012 and ASTM D 4956,-09, specification and fixed over 2mm thick aluminum sheet fixed over back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.6m below ground level. the sign post should be painted as per IRC 67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60cm 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 reflection as per Table 6.6 of IRC 67-2012. the retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and certified copy of three years outdoor esposure report shall be obtained as per IRC 67:2012 (As per MORT&H specification No.801) 30cm x 90cm Rectangular sign board

Providing and Fixing of Rigid Median Marker double sided made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and lOcm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched lzod Impact strength value of 600 Jfm at room temperature, when tested in accordance with ASTM 0256 a nd shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM 0155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retroreflective elements as per IRC 67 2012 and ASTM 04956-09 type xr specifications reflectivity values. The retro-reflective sheeting shall be both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be flxed by a combination of epoxy grouting.

Disposal of Surplus Earth Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

Calculation of SubTotal, GST and Total carried out by system automatically Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

V MEENAL AND CO (BID ID -1450633)

V.JANARTHANAN (BID ID -1450814)