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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 05-11-2024 | drawing | Other | 20-11-2024 |
| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soils, except rock, not requiringblasting and depositing on bank,with all leads and lifts as per SS 20B,Including allother incidental charges such as bailing out water,shoring, strutting, walling &forming protective bunds wherever necessary ,etc., complete, as per relevant standard specifation, for DRESSING THE BED UP TO SILL LEVEL (RL56.980) |
| 2 | Earth work excavation in all classes of soilsand depositing on bank,with all leads and lifts as per SS 20B,Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, shoring,bracing,and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete , forPILE CAP UNDER PIERS AND ABUTMENTS FOR FOUNDATION as per Section 300 of MORT & H specifications(V Revision) (including 600 mm from the face of foundationas per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992.) |
| 3 | Providing and driving in position permanent Steel liners for piles from bottom of pile cap as per cl. 709.1.4 of IRC 78 2014 including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirment 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). |
| 4 | Providing Vibrated Reinforced Cement Concrete cast-in-situ bored piles of 1000mm diameter in RCC M35(Design mix) using 20 mm ISSHBG graded metal with minimum cement content of 400 kg per cu.m maximum water cement ratio of 0.4and slump of 150 - 200 mmby tremieconcretingincluding cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concretingsetting up of piling equipment, shifting the same from one pile location to another pile locationdismantling and including all labour for boring through rock leading the excavatedmaterial to a distance 200 m including forming of working platform over the river bed for accomodating 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 castingpilecap, including diversion of water course if necessary and all other incidental charges etc.,complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOWPIERS AND ABUTMENTSas per section 1100 & 1700 of MORT&H specification (V Revision). |
| 5 | Compacted Cementconcrete M15(ordinary concrete) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, layingcompacting, curing concrete, Tools and Plants and incidential charges such as bailing out water , maintaining of protective bunds, cofferdams, shoring, struting etc., complete, for LEVELLING COURSE BELOWPILECAPS OFPIERS ANDABUTMENTS as per section 1100 of MORT&H specification (V Revision). |
| 6 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steelincluding 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 bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc.,complete, as per relevant standard specification,for PILECAPS UNDERPIERS AND ABUTMENTS as per section 1100, 1500 & 1700 of MORT & H specification ( V Revision ). |
| 7 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mmgraded ISS HBG metal including cost and conveyance of all materials to site excluding cost of steelincluding 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 bailing out water, maintaining of protective bunds, cofferdams, shoring , strutting etc.,complete, for SUBSTRUCTURE OF ABUTMENT AND RETURNS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision). |
| 8 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 BED BLOCK CUM DIRT WALL OVERABUTMENTS. |
| 9 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site butexcluding cost and fabrication of steel but including soft water, 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 CIRCULARPIERS ( 1500 mm dia) as per section 1500, 1700 & 2200 of MORT & H specification ( V Revision ). |
| 10 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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, forCAPPING BEAMOVERPIERS as per section 1500, 1700 & 2200of MORT&H specification (V Revision). |
| 11 | Vibrated Reinforced Cement Concrete of gradeM35 (Design mix) using 20 mm ISS HBG gradedmetal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for PEDESTAL OVER ABUTMENTS & PIERS as per Sections 1500, 1700& 2200 of MORT&H Specifications (FifthRevision) |
| 12 | Supply and fixing of ELASTOMERIC BEARING of size 500 x 300 x 80 mm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MORT&H specification (V Revision) and IRC:83-2018 (Part-II). |
| 13 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mmISS HBG graded metal,including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete forT-BEAMS and CROSS BEAMSas per section 1500,1700 & 2300 of MORT&H specification (V Revision). |
| 14 | Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal,including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., completeforDECK SLAB, KERB & SAFETY KERBas per cl 1500,1700 & 2300 of MORT&H specification (V Revision). |
| 15 | Vibrated Reinforced Cement ConcreteM40 (Design mix), using 20mm ISS HBGgraded metal as the max. size of coarse aggregate, asincluding cost and conveyance of all materials to site and cost of cement at site but excluding cost andfabrication of steel, but including cost of form work, labour charges formixing, transporting, laying, curing concrete, working at heights, potable water, hirecharge for tools and Plants, including all other incidental charges, etc., complete, for CRASH BARRIER as per cl 811, 1700 & 2703.3 of MORT&H specification (V Revision). |
| 16 | Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works published by Ministry of Road Transport and Highways 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 the MOST 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) |
| 17 | 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 and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,.complete as per cl 2705 of MORT&H specification (V Revision). |
| 18 | Compacted Cement Concrete M15 (Ordinary mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, for BASE COURSE BELOW APPROACH SLAB ANDSAFETY KERB RAMP in approach portion as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision). |
| 19 | Vibrated reinforced CementConcrete M30 (Design mix) using 20 mm ISS HBG graded metal, 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 chargesfor mixing ,laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision). |
| 20 | Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 ofMORTH 5th revision, using 20mm ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour chargesfor mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, complete for WEARING COAT over DECK SLAB AND APPROACH SLABas per cl 2702.2 of MORT&H specification (V Revision). |
| 21 | Vibrated reinforced Cement Concrete M30 (Design mix) using 20 mm ISS HBG graded metal, 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 chargesfor mixing ,laying, curing concrete, working at heights, soft water, hire charges for Toolsand Plants, including all other incidental charges, etc., complete for SAFETY KERB RAMP in approach portion as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision). |
| 22 | Providing and fixing CLASS I PVC SEEPAGE PIPES of 110 mm dia. of required lengths for abutments and Returns including costs and conveyance of all materialsto worksite and labour charges for fixing, etc., complete to drain the backfill as per cl 2706 of MORT&H specification (V Revision). |
| 23 | Providing FILTER MEDIA behind Abutment and Returnss for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014. |
| 24 | Filling behind Abutments and Returns as per Appendix 6 of IRC: 78 -2014 with clean gritty free draining material including cost and draining material having Phi value more than 35° conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014. |
| 25 | Supply and fabrication of Fe-500steel required for all RCC items of works involved in theschedule, 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 providing to the reinforcement placing thereinforcement 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 sec 1009.3&1600 of MORT&H specification (V Revision). |
| 26 | Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary and providing to the reinforcement, 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 1009.3&1600 of MORT&H specification (V Revision). |
| 27 | FORMING APPROACH ROAD |
| 28 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 95% Compaction |
| 29 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 97% Compaction |
| 30 | Providing and laying Granular Sub-Base Grade- V consisting of 150 mm thick 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 vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900. |
| 31 | Providing and laying Wet Mix Macadam Base Course 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 including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine 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 and as directed by Engineer. |
| 32 | ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1) per 10 sqm for preparatoryto another bituminous constructionover it, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 33 | ProvidingandlayingTackCoatoverWBM/WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 |
| 34 | Providing, laying of 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cumof13.20-2.36mm and 0.23cum of 2.36mm&below and with 53.20Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Ho tMix Plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 75mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc.,including labour for attending to paver at site etc.,including hire and fuelcharges for 20-30 ton CMP with bitumen boiler, tippertrucks, PaverFinisher, Vibratoryrollers and all other tools and plant required ,including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 35 | Providing and layingBituminous Concrete 30 mm thickness which work shall consist of construction using coarse aggregates premixed with VG 30 Grade Bitumen at the rate of 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&H-V No. 111, 112, 507, 900. |
| 36 | FORMING SERVICE ROAD |
| 37 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 95% Compaction |
| 38 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 97% Compaction |
| 39 | Providing and laying Granular Sub-Base Grade- V consisting of 150 mm thick 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 vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900. |
| 40 | Providing and laying Wet Mix Macadam Base Course 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 including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine 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 and as directed by Engineer. |
| 41 | ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1) per 10 sqm for preparatoryto another bituminous constructionover it, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 |
| 42 | ProvidingandlayingTackCoatoverWBM/WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per Clause 503 of MORTH Rev-5 |
| 43 | Providing,laying 50mmconsolidatedthickBituminousMacadamusing 0.20cumof26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Grade-II) |
| 44 | Providing and layingBituminous Concrete 30 mm thickness which work shall consist of construction using coarse aggregates premixed with VG 30 Grade Bitumen at the rate of 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&H-V No. 111, 112, 507, 900. |
| 45 | FORMING DIVERSION ROAD |
| 46 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 97% Compaction |
| 47 | Forming embankment with Carted Earth with a lead of 5km having a CBR minimum value of 10 including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller and the surface to the required transverse and longitudiinal cambar profile and including all other incidental charges labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc., subgrade filling for formation of approaches. 95% Compaction |
| 48 | Providing and laying Granular Sub-Base Grade- V consisting of 150 mm thick 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 vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900. |
| 49 | Providing and laying Wet Mix Macadam Base Course 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 including mixing in Base mix plant,spreading in nuiform layer in motor grader and compacting with Vibrating Roller of 80 to 100kN static weight and ffine 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 and as directed by Engineer. |
| 50 | Supply of NP3 class RCC pipe with flush joint to a size of 1000mm inner diameter with wall thickness 115mm. to a length of 2.5m in RCC M35 Grade with reinforcement as per table 5 ofIS :458:2003 to a ultimate load capacity of 71.58 KN/Linear meter including cost of conveyance of all materials and steel including moulding charges, all labour charge, hire charges for all T & P including conveyance and supply of pipe to worksite and other incidental charges etc., as per the specificationIS : 458:2003 as per MORTH No. 111, 112, 2900, 900 |
| 51 | Hoisting and fixing of 1000 mm dia NP3 pipes to proper gradient including labour and all other incidental charges as directed by the Engineeras per MORTH No.2905 |
| 52 | Providing sand bags as support to the diversion road including cost, conveyance and all labour charges for filling the sand bags stitching, conveyance and laying in proper position including all incidental charges etc., complete. |
| 53 | RECONSTRUCTION OF RCC BOX CULVERT |
| 54 | Dismantling and Removing existingPlain Cement Concreteand clearing away from the work site and carefully stakcing the usefull materials for reuse on the road side as directed by the Departmental officers including all labour and incidental charges etc., complete as per MORTH No.111,112,202 DismantlingtheexistingPlain CementConcrete |
| 55 | Earthwork excavation in all classes of soil except Soft Rock / Kankar not requiring blasting, medium rockand 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 |
| 56 | Compacted Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 |
| 57 | VibratedReinforcedCement ConcreteM25 (Design Mix) usingISS gradedmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundationas per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 for Box Culvert |
| 58 | Supply and fabrication of Fe-415 / Fe 500 / Fe 550 / Fe 600 Steel required for all RCC items of works involved in the schedule including cost of steel and cost of fabrication, labour charges for cleaning the rodsstraightening, cutting, bending, tying grills,including over lapping to the required length wherever necessary and providing to the reinforcementplacing 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 directed by the Engineer as per MORTH No. 111, 112, 900, 1000 |
| 59 | Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packedwith smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete as per MORTH No. 309 |
| 60 | Providing and fixing 110mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specificationas per MORTH No.2706 |
| 61 | PAINTING WORK |
| 62 | Painting two coats with approved Cement Paint over the priming coat surface using first class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning, preparing the surface painting and curing all etc., complete. |
| 63 | Painting two coats with ready mix Plastic Emulsion Paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc., complete. |
| 64 | CONSTRUCTION OF RCC RETAINING WALL |
| 65 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bankwith all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal, removal of all logs, stumps 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 RCC RETAINING WALLS as per clause No.304 of MORT&H Vth rev.. |
| 66 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 67 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 68 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 69 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 70 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 71 | Compacted Cement Concrete of Grade M-15, Nominal Mix, using 40mm ISS HBG 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 BASE COURSE BELOW FOOTINGS OF RCC RETAINING WALLS as per clause No.1000, 1500, 1700 of MORT&H Vth rev. |
| 72 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 73 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 74 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 75 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 76 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 77 | Vibrated reinforced cement concrete M35 grade, Design mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for FOOTING OFRETAINING WALLS. |
| 78 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 79 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 80 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 81 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 82 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 83 | Vibrated Reinforced Cement Concrete M-35, ( Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. Below ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev. |
| 84 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 85 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 86 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 87 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 88 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 89 | Vibrated Reinforced Cement Concrete M-35, (Design Mix) using 20mm ISS graded metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for STEM OF RCC RETAINING WALLS. Above ground level as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev. |
| 90 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 91 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 92 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 93 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 94 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 95 | Providing and fixing seepage pipes of 110mm 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 RCC RETAINING WALLSas per clause No.2706 of MORT&H Vth rev. |
| 96 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 97 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 98 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 99 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 100 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 101 | Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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,Fe-500 gradeas per clause No.1600of MORT&H Vth rev |
| 102 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 103 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 104 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 105 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 106 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 107 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 Broken Parapet |
| 108 | Construction of RCC Retaining wall @ A1 side 7.60m ht |
| 109 | Construction of RCC Retaining wall @ A1 side 6.30m ht |
| 110 | Construction ofRCC Retaining wall @ A1 side 5.10m ht |
| 111 | Construction of RCC Retaining wall @ River bund 6.30m ht |
| 112 | Construction of RCC \"U\" TYPE Retaining wall @ A2 side 4.31m ht |
| 113 | Construction ofRCC Retaining wall with pile @ A2 side pond side 4.90m ht |
| 114 | Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges shch as baling out water, shoring, strutting, walling & forming protective bunds wherever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL. |
| 115 | Earth work excavation in all classes of soils 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 other incidental charges such as baling out water, providing and maintaining necessary cofferdams sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for PILE CAPS UNDER RETAINING WALL. |
| 116 | Providing and driving in position PERMANENT MS LINERS for piles from bottom of pile cap up to the hardrock top level or point of refusal (for estimate purpose) including cost of liners and fabricating, welded construction with consumable, labour and plants and driving MS liners 6mm thick to be left permanently with the pile shaft as per requirement and as per standard specification and placing them in position with all leads and lifts etc., complete. |
| 117 | Providing reinforced cement concrete cast-in-situ bored piles of 500mm diametre in VRCC using M35 (Design mix) using 20mm ISS HBG graded metal with minimum cement content of 400 kg. per cum. maximum water cement ratio of 0.4 and slump of 150-200 mm by tremie concreting including cost and conveyance of all materials to site and const of cement at site but excluding cost and fabrication of steel and placing it in position before concreting, setting up of piling equipment, shifting the same from one pile location to another pile location, dismantling and including all labour for boring through all soils, leading the excavated earth to a distance of 200m including forming of working platform over the river bed for accomodation piling equipment, forming approaches to the working platform, mixing concrete, filing it position by tremie pipe, cutting the pile head to cut-off level for casting pile cap, including diversion of water course if necessary, forming and maintaining protective bunds and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW RETAINING WALL. |
| 118 | Cement concrete M15 (Nominal mix 1:2:4) using 40 mm ISS graded 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 and curing concrete tools and plants and incidental charges such as baling out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE BELOW PILE CAP UNDER RETAINING WALL. |
| 119 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying, curing concrete, working at depths, Tools and Plants and incidental charges such as baling out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for PILE CAPS UNDER RETAINING WALL. |
| 120 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, 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 relevant standard specifications for RETAINING WALL(below sill level) |
| 121 | Vibrated reinforced cement concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of formwork, 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 relevant standard specifications for RETAINING WALL(Above sill level) |
| 122 | Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, 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 providing to the reinforcement 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. |
| 123 | Providing and fixing 110mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specificationas per MORTH No.2706 |
| 124 | Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 Broken Parapet |
| 125 | CONSTRUCTION OF PCC RETAINING WALL |
| 126 | Earthwork excavation in all classes of soil except Soft Rock / Kankar not requiring blasting, medium rockand 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 |
| 127 | Construction ofPCC Retaining wall @ A1 side 3.30m ht |
| 128 | Construction of Service road PCC Retaining wall RHS-I @ A2 side 2.95m ht |
| 129 | Construction of Service road PCC Retaining wall RHS-II @ A2 side 3.20m ht |
| 130 | Construction of Service road PCC Retaining wall RHS-III @ A2 side 3.81m ht |
| 131 | Construction of Service road PCC Retaining wall RHS-IV @ A2 side 3.81m ht |
| 132 | Compacted Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 |
| 133 | Construction ofPCC Retaining wall @ A1 side 3.30m ht |
| 134 | Construction of Service road PCC Retaining wall RHS-I @ A2 side 2.95m ht |
| 135 | Construction of Service road PCC Retaining wall RHS-II @ A2 side 3.20m ht |
| 136 | Construction of Service road PCC Retaining wall RHS-III @ A2 side 3.81m ht |
| 137 | Construction of Service road PCC Retaining wall RHS-IV @ A2 side 3.81m ht |
| 138 | Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100(Below Sill Level) |
| 139 | Construction ofPCC Retaining wall @ A1 side 3.30m ht |
| 140 | Construction of Service road PCC Retaining wall RHS-I @ A2 side 2.95m ht |
| 141 | Construction of Service road PCC Retaining wall RHS-II @ A2 side 3.20m ht |
| 142 | Construction of Service road PCC Retaining wall RHS-III @ A2 side 3.81m ht |
| 143 | Construction of Service road PCC Retaining wall RHS-IV @ A2 side 3.81m ht |
| 144 | Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS size HBGmetal including cost and conveyance of all materials to site including cost of cement,centering,soft water, labour charges for mixing, transporting, layingand curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100(Above Sill Level) |
| 145 | Construction ofPCC Retaining wall @ A1 side 3.30m ht |
| 146 | Construction of Service road PCC Retaining wall RHS-I @ A2 side 2.95m ht |
| 147 | Construction of Service road PCC Retaining wall RHS-II @ A2 side 3.20m ht |
| 148 | Construction of Service road PCC Retaining wall RHS-III @ A2 side 3.81m ht |
| 149 | Construction of Service road PCC Retaining wall RHS-IV @ A2 side 3.81m ht |
| 150 | Providing and fixing 110mm dia PVC seepage pipes of requied length for abutments and wngs including cost and conveyance of all materials to work site, cost and labour semi sperical backfill arrangements with 100mm size graniet stone at the periphery and labour charges for fixing etc., complete to drain the backfil as per standard specificationas per MORTH No.2706 |
| 151 | Construction ofPCC Retaining wall @ A1 side 3.30m ht |
| 152 | Construction of Service road PCC Retaining wall RHS-I @ A2 side 2.95m ht |
| 153 | Construction of Service road PCC Retaining wall RHS-II @ A2 side 3.20m ht |
| 154 | Construction of Service road PCC Retaining wall RHS-III @ A2 side 3.81m ht |
| 155 | Construction of Service road PCC Retaining wall RHS-IV @ A2 side 3.81m ht |
| 156 | PROVISION FOR ROAD FURNITURE |
| 157 | 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 exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes (Road Marking with hot applied thermoplastic compound with Reflectorising Glass beads on bituminous surface) |
| 158 | Providing and fixing reflective road studs of category A raised pavement markers made out of polycarbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788and reflective panelswith 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 MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and with minimum reflective area of13Sq.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 MORTH 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 500kgf. Fixing will be 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 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35- 2015 guidelines and MoRT&H specification 804 etc., complete |
| 159 | Supplying and Installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 115cm wide strips fitted with 80x 100 mm rectangular or 75mm dia circular reflectorised panels at the top buried or pressed into the ground and conforming to IRC-79 etc., complet (as per MORT&H specification No.806) |
| 160 | Providing fixing of 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 isoceles trapezoidal structure of length 15 cm height and width of 10 x10 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 70cm2. 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. |
| 161 | Providing and Fixing of Retro - Reflectorised Hazard Marker Traffic Sign made made out of High Intensity Prismatic Grade Sheeting confirming 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 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 67-2012 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 67-2012. 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 IRC 67:2012. ( as per MORT&H Specification No.801) |
| 162 | Providing and erecting ofdirection and place identification Retro -Reflectorisedsign made outof High Intensity Prismatic Grade Sheeting conforming to type-IV standards ofIRC 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 andfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm sizeincluding 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) |
| 163 | Up to 0.90 sqm |
| 164 | More than 0.90 sqm |
| 165 | Providing and erecting ofRetro -Reflectorised Cautionary, mandatory and Informatory signs(without definition board) made outof High Intensity Prismatic Grade Sheeting conforming to type-IV standards ofIRC 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 andfirmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm sizeincluding 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) (60 cm circular board without definition board) |
| 166 | 0.90 m equilateral tringle |
| 167 | 60 x 45 m equilateral Rectangular |
| 168 | Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, Comprising of 3mm thick wall \"W\" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having zinc Mass of 550 gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge |
| 169 | Calculation of SubTotal, GST and Total carried out by system automatically |
| 170 | Sub Total Amount for above all items |
| 171 | GST 18% for the above SubTotal Amount |
| 172 | Total in Figures (SubTotal + GST) |
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