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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 31-03-2025 | CORRIGENDUM NOTICE | Other | 10-04-2025 |
| Sl. No. | Item Description |
| 1 | [10.30.1]Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath and courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 1. Light shade pigment using white cement [Through Rate] |
| 2 | [13.28]Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. [Through Rate] |
| 3 | [13.42.1]Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 1. M.S. tube [Through Rate] |
| 4 | [15.1.1.2]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 1.2. Manual MeansDepth 3 m to 6 m [Through Rate] |
| 5 | [15.1.2.1]Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORTandH specifications Ordinary soil 2.1. Mechanical MeansDepth up to 3 m [Through Rate] |
| 6 | [15.27]Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing MORTandH clause 1200 and 1900 [Through Rate] |
| 7 | [15.28]Bored cast-in-situ M35 grade R.C.C. Pile using Hydraulic Rig excluding reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead up to 1000 m.Pile diameter-750 mm [Through Rate] |
| 8 | [15.31]Driven cast-in-place vertical M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and and Technical Specification MORTandH clause 1100 and 1700 Pile diameter - 750 mm [Through Rate] |
| 9 | [15.43.3.1]Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification MORTandH clause 1100, 1500 and 1700 3.1. RCC Grade M30 Case I: Using Concrete Mixer [Through Rate] |
| 10 | [15.45]Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications MORTandH clause 1600 [Through Rate] |
| 11 | [15.8.1]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 1. PCC Grade M15 [Through Rate] |
| 12 | [15.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 2. PCC Grade M20 [Through Rate] |
| 13 | [15.8.3.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 3.2. RCC Grade M20With Batching Plant, Transit Mixer and Concrete Pump [Through Rate] |
| 14 | [15.8.4.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 4.2. PCC Grade M25With Batching Plant, Transit Mixer and Concrete Pump [Through Rate] |
| 15 | [15.8.8.2]Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical 1500, 1700 and 2000 of MORTandH Specifications. 8.2. RCC Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump [Through Rate] |
| 16 | [17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix methodConstruction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate] |
| 17 | [17.2.3]Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness, as per technical clause 201 of MORTandH specifications. 3. In area of light jungle (By Mechanical Means) [Through Rate] |
| 18 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications [Through Rate] |
| 19 | [17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate] |
| 20 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate] |
| 21 | [17.3]Dismantling of flexible pavement by Mechanical Means Bituminous course [Through Rate] |
| 22 | [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II)Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5%by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] |
| 23 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. [Through Rate] |
| 24 | [17.37]Mastic Asphalt Providing and laying 25 mm/ 50 mm thick mastic asphalt wearing course with paving grade bitumen 85/25 or VG - 30/40 @ 10.2%, fine aggregates, course aggregates, lime filler @ 17.92% of total, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stone chippingat an approximate spacing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surfaces is not less than 100C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516 of MORT&H specifications (5th Revision, 2013) [Through Rate] |
| 25 | [17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. [Through Rate] |
| 26 | [17.6]Construction of Embankmentwith Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] |
| 27 | [20.11.2]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 2. 100 mm i/d [Through Rate] |
| 28 | [20.114.2]Supplying erection, testing of fullyautomatic electric control panel board forT/Wells in Pump Chamber consisting ofMS sheet of thickness 14 gauge dulypainted box type floor mounted made ofangle Frame containing 1 no. fullyautomatic air brake starter suitable forMotor of the following capacity, Minswitch of suitable range with HRC fuse, 1no. volt meter (0 to 500 volts), 1 No.Amp. Meter of 0 to 100 amp. 3 sets ofindicating lamp capacitor of suitablecapacity and 1 no. single phase preventerswith the timer switch including wiring inpanel board and suitable electric energymeter wiring in Electric Control PanelBoard complete in all respect as perspecification given in Schedule No. II,Including MCB, suitable, Capacitor,Wooden Box etc as per siterequirement complete in all respect. 2. 15 HP Motor [Through Rate] |
| 29 | [20.124.1]Supplying, erection, testing and commissioning of submersible pumping sets as per BIS SPECIFICATION No. 8034-1989 (as amended upto date for pumps) and IS 9283-1979 (as amended upto date for motor) the pump motor sets should be capable of pumping clear fresh cold water having characteristics as specified in Clause-4 of IS 8034-1989 and Clause 4.1 of IS 9283-1979. 1. LPM 400 Head 70 BHP 10.37 Say Round BHP 10.00 [Rate] |
| 30 | [20.55.5]Providing and screwing in brass/Gun Metal ferrules drilling and tapping A.C. /PVC pipe lines of all diameters and connections including cost of M.S. Clamp (Heavy) with welded socket/Saddle piece including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. (Excavation will be paid separately). 5. 10mm i/d ferrule on 100mm i/d pipes [Through Rate] |
| 31 | [20.58.2]Providing and fixing Cast Iron Detachable Joints class-15 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 2. 100mm i/d CID Joint [Through Rate] |
| 32 | [20.58.3]Providing and fixing Cast Iron Detachable Joints class-15 marked with IS: 8794 for use with asbestos cement pressure pipes complete with 2 Nos. rubber rings marked with IS:5382 and IS:10292 and appropriate number of nut and bolts marked with IS:1363 including carriage, loading, unloading etc. complete in all respects to the satisfaction of the engineer-in-charge. (Excavation will be paid separately) 3. 150mm i/d CID Joint [Through Rate] |
| 33 | [20.63.1]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 1. 100 mm i/d [Through Rate] |
| 34 | [20.63.8]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer.Note: E/W to be measured and paid separately.` 8. 450 mm i/d [Through Rate] |
| 35 | [20.68.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths Ductile Iron (DI) standard specials plain /flanged/ socketed confirming to IS9523-2000 with rubber ring (EPDM/SBR) joints such as tees, bends, tapers, caps etc. with in trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia [Through Rate] |
| 36 | [20.90.1]Drilling of 250mm dia of bore through bokky type instrument complete in all respect including charges for shifting of infrastructures as per IS Code 12818: 1992 1. 0 to 50m BGL [Through Rate] |
| 37 | [20.91]Providing and Lowering 225 mm outer dia UPVC pipe threaded(10kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate] |
| 38 | [20.92]Providing and lowering 225mm outer dia UPVC filter Jali (10 Kg/CM2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate] |
| 39 | [20.93]Providing and fixing 250 mm M.S. clamp as for suitable pipe with nut and bolt complete in all respect as per directions of Engineer-in-charge [Through Rate] |
| 40 | [20.94]Providing and fixing UPVC cap for 225mm outer dia UPVC pipe (10kg/cm2) duly ISI marked IS Code 12818:1992 complete in all respect as per directions of Engineer-in-charge [Through Rate] |
| 41 | [22.162.1.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I [Through Rate] |
| 42 | [24.4.8.7]STREET LIGHT 8.7. Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 10 A SP MCB , end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge9 Metre Long pole with top dia 100 mm and bottom 200 mm with base plate of size 350 x 350 x 20 mm. [Through Rate] |
| 43 | [24.5.1.4]MISCELLANEOUS ITEMS 1.4. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge.Submersible Copper Cable 3 Core 6 sqmm [Through Rate] |
| 44 | [24.8.7]RCC FOUNDATIONS FOR OCTAGONAL POLES 7. Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1:5:10 of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge 9m high pole [Through Rate] |
| 45 | [27.1]Brick masonry work in 1:3 in sub-structure including scaffolding complete excluding pointing and plastering, as per drawing and MoRTandH Specifications 1300 and 2200 [Through Rate] |
| 46 | [27.11.1.2]RCC Grade M30 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate] |
| 47 | [27.12.1.2]RCC Grade M35 1.2. With Batching Plant, Transit Mixer and Concrete Pump [Through Rate] |
| 48 | [27.13]Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRTandH Specifications 1600 & 2200. [Through Rate] |
| 49 | [27.16.1]Back filling behind abutment, wing wall and return wall complete as per drawing and MoRTandH Specification 710.1.4 of IRC: 78 and 2200. 1. Granular material [Through Rate] |
| 50 | [27.17]Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and MoRTH and Specification 710.1.4 of IRC: 78 and 2200. [Through Rate] |
| 51 | [27.21]Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and MoRTandH Specifications.2000 & 2200. [Through Rate] |
| 52 | [27.23]Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I and II respectively and other parts conforming to BS: 5400, section 9.1 and 9.2 and clause 2006 of MoRTH Specifications complete as per drawing and approved MoRTandH Specifications. 2000 & 2200. [Through Rate] |
| 53 | [27.34.2.2]Using Batching Plant,Transit Mixer and Concrete Pump. 2.2. For formwork and staging add the following:For T-beam & slab including launching of precast girders by launching truss up to 40 m span,23-33 per centof labour, material and machinery costHeight 5m to 10m [Through Rate] |
| 54 | [27.38]Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and MoRTandH specifications 1600. [Through Rate] |
| 55 | [27.39]High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and MoRTandH Specifications 1800. [Through Rate] |
| 56 | [27.43]Providing, fitting and fixing mild steel railing complete as per drawing and MoRTandH Specification 2710.2 & 1900. [Through Rate] |
| 57 | [27.44.2]Drainage Spouts complete as per drawing no. SD/205 and MoRTandH MoRTandH specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) 2. For fixing in position [Through Rate] |
| 58 | [27.45]PCC M15 Grade levelling course below approach slab complete as per drawing and MoRTandH MoRTandH specification clause 2700 [Through Rate] |
| 59 | [27.46]Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and MoRTandH specification clause 1500,1600,1700 and 2704 [Through Rate] |
| 60 | [27.47]Precast - pretensioned GirdersProviding, precasting, transportation and placing in position precast pretensioned concrete girders as per drawing and MoRTandH specifications 1800 & 2300. [Through Rate] |
| 61 | [27.55]Strip Seal Expansion JointProviding and laying of a strip seal expansion joint catering to maximum horizontal movement up to 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer`s instructions for installation as per clause 2606 of MoRTH Specification (5th Revision, 2013). [Through Rate] |
| 62 | [28.52]Providing and fixing extruded polystyrene (XPS) foam 50mm thick of density 32 Kg./ cum for thermal insulation with cramps of GI strip 25mm wide x 3mm thick fixed with screw/ nail for holding the walls at regular intervals in cavity walls complete in all respect. [Through Rate] |
| 63 | [3.1.17.9]By Mechanical Transport including loading, unloading and stacking17.9. R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and unreinforced cement pipes450 mm & 500 mm dia [Beyond 10km up to 20km per KM] |
| 64 | [34.11.1]Informatory sign board 900x600 rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 65 | [34.12.1]Advance Direction sign board 900x900 square as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 66 | [34.13.1]Advance Direction signboard 1200x900 square as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 67 | [34.19.1]Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67- 2012. 1. Usingretro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 68 | [34.22.1]Overheadsignboard 12000x1500mmsimplysupported type doublesidedasper IRC 67-2012 with retro reflectiveSheeting as per ASTM D 4956 – 09 and as per IRC 67 . fixedover 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sidedandfixingthesamewithsuitablesizealuminium alloyrivets@200mmc/ctobacksupportframeof 40x40x6mmangleiron supportedondesigneddouble supportsystemofMSpipeandplatesintheformofa simply supported type truss made with 350NB pipe @50kgpermetreasverticalsupport,[email protected] per metre and 40NB pipe @ 3.61kg per metre for truss including base plates, gusset plates, designed RCC foundation for fixing in ground complete as per clause 802 of MORTandH specifications. Supplier shall provide a warrantyas per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy oftestreportsfrom an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012. 1. Usingretro reflectiveSheeting TypeXI asperASTMD495609 and as per IRC 67 2012 [Through Rate] |
| 69 | [34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate] |
| 70 | [34.31]Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.i) Excavation and backfilling are incidental to work and not to be measured separately. ii) Rate for RCC M 20 may be taken from chapter on super structure. [Through Rate] |
| 71 | [34.33]Road Markers/Road Stud with Lense Reflector Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973 [Through Rate] |
| 72 | [34.37]Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement.In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately. [Through Rate] |
| 73 | [34.4.1]Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports including three year outdoor weathering test report for sheeting tested in India condition from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 74 | [34.49]Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces [Through Rate] |
| 75 | [34.5.1]Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 76 | [34.7.1]Mandatory sign board 600 mm circular as per IRC 67- 2012 withretro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 3 mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORTandH specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting and a certified copy of test reports from an independent test laboratory including three year outdoor weathering test report for sheeting tested in India condition conforming to clause 6.7 of IRC 67-2012 1. Using retro reflective Sheeting Class C as per IRC 67 2012 [Through Rate] |
| 77 | [4.16.1.2]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.2. All kind of soil Pipes, cables etc, exceeding 80 mm dia but not exceeding 300 mm dia. [Through Rate] |
| 78 | [4.16.1.3]Excavating trenches of required width and depth for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m. 1.3. All kind of soil Pipes, cables etc, exceeding 300 mm dia but not exceeding 600 mm dia. [Through Rate] |
| 79 | [5.23.1]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 1. Nominal concrete 1:1.5:3 or richer mix (i/c equivalent design mix) [Through Rate] |
| 80 | [6.1.1]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate] |
| 81 | [6.33.3]Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note: Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 3. Cold twisted bars [Through Rate] |
| 82 | [9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate] |
| 83 | Dismantling of DI Pipes of 450mm dia and stacking the same clear off the extreme edge of the wok qty. = 550m plus 50m = 600m |
| 84 | Dismantling of MS Pipes of 450mm dia by taking out the samefrom trenchless with the help of hydra machine and using Grinder/ Gas cutter |
| 85 | Supply of ERW MSpipe 900mm dia, 10mm wall thickness with two coats of 1st class food grade paint inside complete as per specifications |
| 86 | Supply of ERW MS pipe 450mm dia, 10mm wall thickness with two coats of 1st class food grade paint inside complete as per specifications |
| 87 | Labour for jointing of ERW MS pipe 900mm dia, 10mm wall thickness by using welding set, welding roads, Gen set with tractor, driver, welders complete |
| 88 | Labour for jointing of ERW MS pipe 450mm dia, 10mm wall thickness by using welding set, welding roads, Gen set with tractor, driver, welders complete |
| 89 | Supply and fixing of DI bends 450mm dia ISI marked complete as per specification |
| 90 | Labour for making connection with existing line -2 jobs (L.S) complete |
| 91 | Supply and fixing of rubber tyton ring of 450mm dia ISI marked |
| 92 | Supply and fixing of Rag bolts for holding down the truss on the top of pile Cap. -20 Nos. |
| 93 | Supply and fixing of Mechanical Joints 450mm Dia ISI markedcomplete as per specification |
| 94 | Hire charges of Dewatering pump for draining out of water from the line Qty. 1 Day |
| 95 | Painting 2 coats of 1st class paint on truss bridge complete in all respect - 1 Job (L.S) |
| 96 | Hire and runningcharges of crane 20 tonne capacity. for lifting and pushing 450mm, 900dia welded pipes into trenchless and truss bridge . |
| 97 | 6 KVAElectricity connection from DHBVN |
| 98 | Connection with existing line |
| 99 | Making Connection to existing water line |
| 100 | Dismantling of Septic Tank |
| 101 | Labour charges for trenchless for pushing the 900mmdia pipes across the railway track ( East to west) by manual means including excavation at either ends, Hydraulic jack for pushing Gen set and other equipment`s required for the work |
| 102 | PROVIDING and FIXING PCC POLE 11 MTR LONGIN ALL RESPECT |
| 103 | PROVIDING and FIXING 11 KV DISC INSULATOR WITH FITTING BandC TYPEIN ALL RESPECT |
| 104 | PROVIDING and FIXING GSL 8 SWGIN ALL RESPECT |
| 105 | PROVIDING and FIXING PLOYMERIC INSULATOR WITH GI PIN IN ALL RESPECT |
| 106 | PROVIDING and FIXING T/F platform set complete IN ALL RESPECT |
| 107 | PROVIDING and FIXINGACSR Conductor 80mm2 IN ALL RESPECT |
| 108 | PROVIDING and FIXING Chemical Earthing 3 mtr IN ALL RESPECT |
| 109 | PROVIDING and FIXING Stay set complete 8` long IN ALL RESPECT |
| 110 | PROVIDING and FIXING Stay Wire 8 SWG IN ALL RESPECT |
| 111 | PROVIDING and FIXING GI STRIP FOR EARTHLING IN ALL RESPECT |
| 112 | PROVIDING and FIXING V SHAPE X ARM 100x50x6 IN ALL RESPECT |
| 113 | PROVIDINGand FIXINGG.I CHANNEL 100x50x6 IN ALL RESPECT |
| 114 | PROVIDING and FIXINGG.I. CHANNEL 75x40x6 IN ALL RESPECT |
| 115 | PROVIDING and FIXINGGI ANGLE IRON 50x50x6 IN ALL RESPECT |
| 116 | PROVIDING and FIXING G.I. FLAT 50x6 IN ALL RESPECT |
| 117 | PROVIDING and FIXING LT FUSE UNIT BOARD IN ALL RESPECT |
| 118 | PROVIDING and FIXING NUT AND BOLTS OFF SIZE IN ALL RESPECT |
| 119 | PROVIDING and FIXING ALUMINUM THIMBLE OFF SIZE IN ALL RESPECT |
| 120 | PROVIDING and FIXING LT INSULATOR WITH D-STRAP IN ALL RESPECT |
| 121 | PROVIDING and FIXING 11 KV LIGHTENING ARRESTOR 9 KV HEAVY DUTY IN ALL RESPECT |
| 122 | PROVIDING and FIXING HDPE PIPE 160mm diaIN ALL RESPECT |
| 123 | PROVIDING and FIXING HDPE PIPE JOINTER IN ALL RESPECT |
| 124 | PROVIDINGand FIXING LT PVC S/C CABLE 300mmsq IN ALL RESPECT |
| 125 | PROVIDING and FIXING 11 KV XLPE TR- CABLE 300mm (50 Mtr Cable Labour [email protected]=2236) IN ALL RESPECT |
| 126 | PROVIDING and FIXING LT PVC CABLE 2/C 10mm sq |
| 127 | PROVIDING and FIXING WOODEN CLEAT IN ALL RESPECT |
| 128 | PROVIDING and FIXING E/O ACSR CONDUCTOR OFF SIZE IN ALL RESPECT |
| 129 | PROVIDING and FIXINGPCC POLE 9 MTR LONGIN ALL RESPECT |
| 130 | PROVIDING and FIXING LT PVC S/C CABLE 185mmsq IN ALL RESPECT |
| 131 | PROVIDING and FIXING LT XLPE S/C CABLE 95 mmsq IN ALL RESPECT |
| 132 | PROVIDING and FIXING IPC CONNECTORIN ALL RESPECT |
| 133 | PROVIDING and FIXING O/D 11 KV XLPE CABLE BOX 300 MM SQIN ALL RESPECT |
| 134 | PROVIDING and FIXING 11 KV XLPE CABLE TR 3Cx95mm2IN ALL RESPECT |
| 135 | PROVIDING and FIXING O/D 11 KV XLPE CABLE BOX 95mm sqIN ALL RESPECT |
| 136 | PROVIDING and FIXING O/D 11 KV XLPE CABLE BOX 185 mm sq IN ALL RESPECT |
| 137 | PROVIDING and FIXINGD/O 100 KVA T/F IN ALL RESPECT |
| 138 | PROVIDING and FIXING XLPE 300MM2 IN ALL RESPECT |
| 139 | PROVIDING and FIXING 11 KV DOUBLE THROW G.O. SWITCH HAVING Y TYPE BLADES COMPLETE SET IN ALL RESPECT |
| 140 | PROVIDING LOADINGANDUNLOADING OF PCC POLES 9 MTR IN ALL RESPECT |
| 141 | D/O PCC POLE 9 MTR IN ALL RESPECT |
| 142 | E/O 100 KVA T/F IN ALL RESPECT |
| 143 | PROVINDINGTRANSPORATIONCHARGES / TRAILER IN ALL RESPECT |
| 144 | ROAD RESTORATION CHARGES (BROKEN DURING ERECTION OF POLE) IN ALL RESPECT |
| 145 | PROVIDING LOADING AND UNLOADING OF PCC POLES 11 MTR IN ALL RESPECT |
| 146 | FABRICATION CHARGES IN ALL RESPECT |
| 147 | D/O PCC POLE 11 MTR IN ALL RESPECT |
| 148 | E/O 2C CABLE UP TO 30 MTR IN ALL RESPECT |
| 149 | D/O 2C CABLE UP TO 30 MTR IN ALL RESPECT |
| 150 | E/O 4C CABLE UP TO 30 MTR IN ALL RESPECT |
| 151 | D/O 4C CABLE UP TO 30 MTR IN ALL RESPECT |
| 152 | E/O LT T-OFF IN ALL RESPECT |
| 153 | D/O LT T-OFF IN ALL RESPECT |
| 154 | E/O HT T-OFF IN ALL RESPECT |
| 155 | D/O HT T-OFF IN ALL RESPECT |
| 156 | E/O RD FUSE UNIT IN ALL RESPECT |
| 157 | D/O RD FUSE UNIT IN ALL RESPECT |
| 158 | E/O 200 KVA T/F IN ALL RESPECT |
| 159 | D/O 200 KVA T/F IN ALL RESPECT |
| 160 | D/O HT T-GUARDING IN ALL RESPECT |
| 161 | E/O HT T-GUARDING IN ALL RESPECT |
| 162 | Credit of Bituminous Material |
| 163 | Credit of GSB Material |
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