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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 26-03-2026 | Date Extension Corrigendum | Date | 28-03-2026 |
| Sl. No. | Item Description |
| 1 | SITE CLEARANCE AND DISMANTLING |
| 2 | 2.3.2.A: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 In area of light jungle - By Mechanical Means |
| 3 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means |
| 4 | 2.4.2.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means |
| 5 | 2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Brick / Tile work - In cement mortar |
| 6 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Rubble stone masonry in cement mortar. |
| 7 | 2.1.1:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 300 mm to 600 mm |
| 8 | 2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm |
| 9 | 2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm |
| 10 | 2.4.10.B:Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Above 600 mm to 900 mm dia |
| 11 | 2.4.10.A:Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia. |
| 12 | 2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means |
| 13 | EARTH WORK FOR ROADWORKS |
| 14 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 15 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. |
| 16 | OD287673/2025-2026:Construction of sub-grade and earthen shoulders with approved material obtained from roadwaycutting with all lifts & leads, transporting to site, spreading, grading to required slope andcompacted to meet requirement of table No. 300-2 |
| 17 | 4.13:Construction of Median and island above road level with approved material deposited at the site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 |
| 18 | SUB BASE AND BASE |
| 19 | 4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method |
| 20 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 21 | SURFACE COURSES |
| 22 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 23 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. |
| 24 | 5.4.2b:Dense Graded Bituminous Macadam : - For grading - II (26.5 mm nominal size) Providing and laying 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 a bituminous binder (VG 30) @ 4.0 to 4.5 percent 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 as per MoRTH specification clause No. 505 complete in all respects. |
| 25 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 26 | 5.2.c:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.30 - 0.35 kg per sqm on the prepared Cement Concrete pavementcleaned with mechanical broom. |
| 27 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 28 | 55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) <br> Grading - II (13.2 mm nominal size) |
| 29 | CULVERT |
| 30 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 31 | OD287676/2025-2026:Clearing and grubbing vegetation growth and brken stones in culverts and drains and disposal of waste upto a lead of 1000m including removal and disposal of organic matter deposited,making waterway clear of obstruction of any kind |
| 32 | 12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 33 | 13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m |
| 34 | 12.8.G.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump |
| 35 | 13.5.G.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant, Transit Mixer and Concrete Pump |
| 36 | 13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 37 | 13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 38 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 39 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 40 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 41 | 14.9:Drainage Spouts complete as per drawing and Technical specification |
| 42 | OD327060/2025-2026:PVC WEEP HOLES-Providing weep holes using 75mm dia pipes working pressure 4kg/sq.cm including cost of materials,conveyance,labour charges etc. complete |
| 43 | DRAIN & DUCTS |
| 44 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) |
| 45 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 46 | 12.8.2.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) |
| 47 | 13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 48 | 8.29.1:Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. Cable Duct Across the Road - Single row for one utility service |
| 49 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 50 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 51 | OD287677/2025-2026:Providing and laying60mm thick factory made cement concrete interlocking paver block ofM30 grade block by machine, with strong vibratory compaction of approved size design andshape, laid in required color and pattern over and including and 30m thick compacted bed ofcoarse sand, filling joints with fine sand etc. As per the direction of engineers in charge. |
| 52 | 8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 |
| 53 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 54 | RETAINING WALL |
| 55 | 12.1.B.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. Ordinary Soil - Depth upto 3m - Mechanical Means |
| 56 | 12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork) |
| 57 | OD287675/2025-2026:Dry rubble without concrete levelling course masonry with good quality blasted rubbleincluding through and bond stone, and packing to compactness to lines and levels cost andconveyance of all materials labour charges etc. complete as per direction of Departmentalofficers at site(Data taken from approved Common Obseverved Data) |
| 58 | 13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m |
| 59 | 13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications |
| 60 | TRAFFIC SIGNS, ROAD MARKINGS AND OTHER APPURTENANCES |
| 61 | 55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm |
| 62 | 8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangle |
| 63 | 8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular |
| 64 | 8.4.5:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm x 45 cm rectangular |
| 65 | 8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 50cmx 60 cm rectangular (Single chevron etc.) |
| 66 | 8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. |
| 67 | 8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 |
| 68 | 8.4.8:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 75 cm octagon |
| 69 | 8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the 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. |
| 70 | 8.14.1:Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Kilometre stone ( precast) |
| 71 | 8.14.2:Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone ( precast) |
| 72 | 8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :- |
| 73 | 8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer . |
| 74 | 11.9:Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year |
| 75 | OD287674/2025-2026:Solar Panel street Light pole ( All In One ) 40W LED Cost Of the street light |
| 76 | 55.38a:Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. |
| 77 | BUS SHELTER |
| 78 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 79 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 80 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 81 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 82 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 83 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 84 | 10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes |
| 85 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 86 | 10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 87 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 88 | 11.20.2:Chequerred precast cement concrete tiles 22 mm thick in footpath & 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).Medium shade pigment using 50% white cement 50 % Grey cement |
| 89 | COMPOUND WALL |
| 90 | 2.4.4.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br> |
| 91 | 2.4.3.B:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar <br> |
| 92 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> |
| 93 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 94 | 13.4.A:Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications |
| 95 | 13.3:Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications |
| 96 | SOLID BLOCK MASONRY |
| 97 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 98 | Interlock and Irish drain |
| 99 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method |
| 100 | 55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. |
| 101 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 102 | 12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br> |
| 103 | ADOOR KWA Utility shifting |
| 104 | OD333286/2025-2026:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 105 | OD333289/2025-2026:Supply of PVC Pipe, 10kg/cm2, 110mm Dia |
| 106 | OD333305/2025-2026:Supply of PVC Specials-90&110mm PVC |
| 107 | OD333314/2025-2026:Supplying 80mm dia. GI medium pipe |
| 108 | OD333326/2025-2026:Supplying 100mm dia. GI medium pipe |
| 109 | OD333388/2025-2026:Cost of GI specials of 5% such as bends, Tee, Coupling end caps etc |
| 110 | OD333410/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve withCap PN 1.6, Size 80mm. |
| 111 | OD333429/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve withCap PN 1.6, Size 100mm.Material M |
| 112 | OD333433/2025-2026:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1,Size 25mm. |
| 113 | OD333448/2025-2026:Supply PVC Pipe, 10kg/cm2, 140mm Dia. |
| 114 | OD333451/2025-2026:Supply of PVC Pipe, 10kg/cm2, 160mm Dia. |
| 115 | OD333585/2025-2026:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mmalong the sides of proposed alignment of the pipe to be laid without causing any damage toother utilities, including the charges for hire and conveyance of tools and plant, cost ofconsumables and charges for lighting, watching, ribbon fencing, caution boards, trafficdiversion, and as per the direction of departmental officers etc. complete, before carrying outthe demolition of bituminous / concrete road by mechanical means and carrying out the excavation |
| 116 | OD333594/2025-2026:Demolishing cement concrete manually / by mechanical means including disposal of materialwithin 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 117 | OD333609/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets,and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out theexcavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth,including consolidating each deposited layer by ramming, watering, etc., and disposing ofsurplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 118 | OD333660/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets,and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out theexcavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth,including consolidating each deposited layer by ramming, watering, etc., and disposing ofsurplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 119 | OD333788/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets,and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out theexcavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth,including consolidating each deposited layer by ramming, watering, etc., and disposing ofsurplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting isProhibited. |
| 120 | OD333700/2025-2026:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarnon vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 121 | OD333789/2025-2026:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape invertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 122 | OD333790/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 123 | OD333791/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 124 | OD333792/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 125 | OD333793/2025-2026:Cutting and Grinding of 80mm (ID) G.I pipes for making bends and other specials bygas cutting including cost of gas,all labour and hire charges of tools etc complete |
| 126 | OD333794/2025-2026:Welding 80 mm (ID) G.I pipes for making bends and other specials by gas/electricwelding machine including cost of gas and welding rods , apply GI spray paint on Weldedportion ,all labour and hire charges of tools etc complete |
| 127 | OD333795/2025-2026:Fabricating MS flanges of diameter 80 mm using 12 mm thick MS plate and weldingwith pipe(If necessary) including cost and conveyance charges of MS plate,all fabricationcharges, charges of painting the steel work with two or more coat deluxe multi surface paint togive an even shade over an under coat of primer etc complete: For pipes fabicated with 8mmthick MS plates |
| 128 | OD333801/2025-2026:Providing flanged joints to double flanged G.I./C.I./ D.I pipes and specials, includingtesting of joints:up to 80 mm diameter pipe |
| 129 | OD333802/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore |
| 130 | OD333805/2025-2026:Cutting and Grinding of 100mm (ID) G.I pipes for making bends and other specials bygas cutting including cost of gas,all labour and hire charges of tools etc complete |
| 131 | OD333806/2025-2026:Welding 100 mm (ID) G.I pipes for making bends and other specials by gas/electricwelding machine including cost of gas and welding rods , apply GI spray paint on Weldedportion ,all labour and hire charges of tools etc complete |
| 132 | OD333807/2025-2026:Fabricating M.S. flanges of diameter 100mm using 12mm thick M.S. plate including cost andconveyance charges of M.S. plate, all fabrication charges, charges of painting the steel workwith two or more coat deluxe multi surface paint to give an even shade over an under-coat ofprimer etc., complete: For pipes fabricated with 8mm thick M.S. plates. |
| 133 | OD333811/2025-2026:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing ofjoints:100 mm diameter pipe |
| 134 | OD333812/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate20 mm nominal size derived from natural sources) |
| 135 | OD333890/2025-2026:Inter connection/providing Tee connection from existing line using suitable specials includingthe earth work excavation for searching and exposing the pipe line etc complete as per thedirection of departmentalofficers |
| 136 | OD333891/2025-2026:Providing 160 mm UPVC Pipe , 10 Kg/Cm2, 1.30 m height Protection Tube for Gun MetalValves including materials, labours, necessary earth work excavation, other incidental chargesetc... complete as per the direction of departmental officers |
| 137 | OD333892/2025-2026:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubberinsertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paidseparately): 25mm Single Acting Air Valve. |
| 138 | OD333893/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertionsetc., complete, but excluding the cost of the valve (tail pieces, if required, will be paidseparately): 80mm diameter, Class I. |
| 139 | OD333894/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertionsetc., complete, but excluding the cost of the valve (tail pieces, if required, will be paidseparately): 100mm diameter, Class I. |
| 140 | OD333895/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 140 mm nominal outside diameter pipes. |
| 141 | OD333896/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 160 mm nominal outside diameter pipes |
| 142 | OD333897/2025-2026:Conducting Dry density test of back filled portion by Govt. Engineering Colleges, includingcost of conveyance, consumables, lab test, labour and other incidental charges etc.. complete |
| 143 | OD333898/2025-2026:Replacing the chocked / damaged 15mm (1/2 inch) house connection with 15mm (1/2 inch)water meter from existing mains, up to a length of 5m using 20mm Indian Standard Class 6uPVC pipe and uPVC / Brass specials viz. brass ferrule, Elbow, MTA, FTA, couplers etc. andconnecting with the mains, testing the joints etc. complete including trenching and refilling inall kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section0.3m x 0.75m for laying connection pipe and service pipe, safely removing & re-fixing existingwater meter, lighting, watching, providing caution boards, traffic control etc. completeincluding cost of materials, hire for tools, cost of consumables and labour charges but excludingcost of water meter and meter box and excluding charges for cutting the concrete / tarred /bituminous roads and as per the directions of the department officers |
| 144 | OD333919/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 145 | OD333920/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 146 | OD333935/2025-2026:Providing and laying in position specified grade of reinforced cement concrete, excluding thecost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived fromnatural sources) |
| 147 | OD333936/2025-2026:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 148 | OD333947/2025-2026:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 149 | Pathanathitta Utility shifting |
| 150 | OD332736/2025-2026:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 151 | OD332739/2025-2026:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. |
| 152 | OD332792/2025-2026:Supply of PVC Pipe, 12.5kg/cm2, 90mm Dia. |
| 153 | OD332799/2025-2026:Supply of PVC Pipe, 12.5kg/cm2, 110mm Dia. |
| 154 | OD332800/2025-2026:Supply PVC Pipe, 12.5kg/cm2, 140mm Dia. |
| 155 | OD332802/2025-2026:Supply of PVC Pipe, 12.5kg/cm2, 160mm Dia. |
| 156 | OD332805/2025-2026:Cost of PVC specials (Bends, Tee, coupler, Tailpiece, end caps, solvent cement etc)3% cost of pipe. |
| 157 | OD332808/2025-2026:Supplying of GI pipe (M) 80mm dia Pipe |
| 158 | OD332810/2025-2026:Supplying of GI pipe (M) 100mm dia Pipe |
| 159 | OD332813/2025-2026:125 mm GI Pipe Medium (M) |
| 160 | OD332816/2025-2026:Supplying of GI pipe (M) 150mm Dia Pipes |
| 161 | OD332826/2025-2026:Cost of GI specials (Bends,Tee,coupler, Tailpiece,end caps etc )5% cost of pipe. |
| 162 | OD332832/2025-2026:Supply of DI K9 Pipe Conforming to IS 8329/2000, 150mm Dia. |
| 163 | OD332835/2025-2026:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 164 | OD332836/2025-2026:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 165 | OD332837/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, SluiceValve with Hand Wheel PN 1.6, Size 80mm. |
| 166 | OD332839/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, SluiceValve with Hand Wheel PN 1.6, Size 100mm. |
| 167 | OD332853/2025-2026:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts,nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces,if required, will be paid separately): 25mm Single Acting Air Valve. |
| 168 | OD332865/2025-2026:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts,nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces,if required, will be paid separately): 40mm Single Acting Air Valve. |
| 169 | OD332866/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, SluiceValve with Hand Wheel PN 1.6, Size 125mm. |
| 170 | OD333252/2025-2026:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve withHand Wheel PN 1.6, Size 150mm. |
| 171 | OD333293/2025-2026:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mmalong the sides of proposed alignment of the pipe to be laid without causing any damage toother utilities, including the charges for hire and conveyance of tools and plant, cost ofconsumables and charges for lighting, watching, ribbon fencing, caution boards, trafficdiversion, and as per the direction of departmental officers etc. complete, before carrying outthe demolition of bituminous / concrete road by mechanical means and carrying out theexcavation. |
| 172 | OD333316/2025-2026:Demolishing cement concrete manually / by mechanical means including disposal of materialwithin 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 173 | OD333398/2025-2026:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal ofdismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. |
| 174 | OD333456/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets,and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out theexcavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth,including consolidating each deposited layer by ramming, watering, etc., and disposing ofsurplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 175 | OD333567/2025-2026:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets,and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out theexcavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth,including consolidating each deposited layer by ramming, watering, etc., and disposing ofsurplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 176 | OD333683/2025-2026:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape invertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 177 | OD333678/2025-2026:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarnon vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. |
| 178 | OD333687/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. |
| 179 | OD333707/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 140 mm nominal outside diameter pipes. |
| 180 | OD333723/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 181 | OD333726/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 182 | OD333738/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. |
| 183 | OD333742/2025-2026:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made,placing in position aligning the pipeline to the lines and levels and jointing the pipes andspecials with solvent cement and testing the pipeline with water to the required test pressure(excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 184 | OD333825/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore. |
| 185 | OD333828/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore. |
| 186 | OD333831/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 125mm diameter nominal bore. |
| 187 | OD333835/2025-2026:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refillingetc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore. |
| 188 | OD333837/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertionsetc., complete, but excluding the cost of the valve (tail pieces, if required, will be paidseparately): 80mm diameter, Class II |
| 189 | OD333841/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertionsetc., complete, but excluding the cost of the valve (tail pieces, if required, will be paidseparately): 100mm diameter, Class II. |
| 190 | OD333914/2025-2026:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertionsetc., complete, but excluding the cost of the valve (tail pieces, if required, will be paidseparately): 150mm diameter, Class II. |
| 191 | OD333915/2025-2026:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubberinsertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paidseparately): 25mm Single Acting Air Valve. |
| 192 | OD333916/2025-2026:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubberinsertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paidseparately): 40mm Single Acting Air Valve. |
| 193 | OD333918/2025-2026:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore |
| 194 | OD333937/2025-2026:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore |
| 195 | OD333938/2025-2026:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore |
| 196 | OD333939/2025-2026:Cutting and grinding 80mm (ID)GI pipes for making bends and other specials by gas cuttingincluding cost of gas,all labor and hire charges of tools etc complete: |
| 197 | OD333940/2025-2026:Cutting and grinding 100mm (ID)GI pipes for making bends and other specials by gas cuttingincluding cost of gas,all labor and hire charges of tools etc complete: |
| 198 | OD333941/2025-2026:Cutting and grinding 150mm (ID)GI pipes for making bends and other specials by gas cuttingincluding cost of gas,all labor and hire charges of tools etc complete: |
| 199 | OD333942/2025-2026:Welding 150 mm (ID) GI pipes for making bends and other specials by gas/electric weldingmachine including cost of gas and welding rods, all labor and hire charges of tools etc complete |
| 200 | OD333943/2025-2026:Welding 100 mm (ID) GI pipes for making bends and other specials by gas/electric weldingmachine including cost of gas and welding rods, all labor and hire charges of tools etc complete |
| 201 | OD334817/2025-2026:Welding 80 mm (ID) GI pipes for making bends and other specials by gas/electric weldingmachine including cost of gas and welding rods, all labor and hire charges of tools etc complete |
| 202 | OD333967/2025-2026:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS:8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. |
| 203 | OD333968/2025-2026:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS:8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 204 | OD333970/2025-2026:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS:8329 excluding cost of pipes and specials: 150mm diameter Ductile Iron Class K-9 Pipes. |
| 205 | OD333973/2025-2026:Interconnecting the newly laid pipe line with the existing PVC pipe of size from 63mm to160mm including cost of supply of all specials ,earth work excavation in all classes of soillabour charges etc.complete as per the direction of departmental officers |
| 206 | OD333974/2025-2026:Making connection of G.I. distribution branch with G.I main of following sizes by providingand fixing tee, including cutting and threading the pipe etc. complete:50 to 80 mm nominal bore |
| 207 | OD334151/2025-2026:In situ fabrication of M.S. pipes of size 300mm (I.D.) using 8mm thick M.S. plate includingcost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steelwork with two or more coat deluxe multi surface paint to give an even shade over an under-coatof primer etc., complete.Details of Cost For 1m Pipe. Length of pipe 100.00 cm Internal Diameter of Pipe 300.00 mmThickness of Plate 8.00 mm Outer diameter of Pipe 316.00 mm Average diameter of Pipe308.00 mm Weight of MS plate 62.80 Kg/m2 Perimeter of Pipe 992.74 mm Area of MS Sheet0.968 m2 Weight of Sheet 60.79 Kg Add 5% Wastage 3.04 Kg Total Weight of MS Plate 63.83KgMaterial |
| 208 | OD334047/2025-2026:Fabricating M.S. flanges of diameter 300mm using 12mm thick M.S. plate including cost andconveyance charges of M.S. plate, all fabrication charges, charges of painting the steel workwith two or more coat deluxe multi surface paint to give an even shade over an under-coat ofprimer etc., complete: For pipes fabricated with 8mm thick M.S. plates.Details of Cost For 1 Nos Internal Diameter of Pipe 300.00 mm Thickness of Pipe 8.00 mmOuter Diameter of Pipe 316.00 mm Width of flange 72.00 mm Thickness of flange 12.00 mmSize of plate (equal size-square) 460.00 mm Area of MS Sheet 0.2120 m2 Weight of MS plate(12 mm) 94.20 Kg/m2 Weight of Sheet 19.97 Kg No.of bolt holes 12 Nos |
| 209 | OD334049/2025-2026:Cutting 300mm (I.D.) M.S. pipes for making bends and other specials by gas cutting includingcost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mmthick M.S. plates.Details of Cost For each Internal Diameter of Pipe 300.00 mm Thickness of Plate 8.00 mmOuter diameter of Pipe 316.00 mm Length of cutting 992.74 mm |
| 210 | OD334074/2025-2026:Welding 300mm (I.D.) M.S. pipes for making bends and other specials by gas/electric weldingmachine including cost of gas and welding rods, all labour and hire charges of tools etc.,complete: For pipes fabricated with 8mm thick M.S. plates.Details of Cost For each Internal Diameter of Pipe 300.00 mm Thickness of Plate 8.00 mmOuter diameter of Pipe 316.00 mm Length of welding 992.74 m |
| 211 | OD334152/2025-2026:Grinding cut and weld edges of 300mm (I.D.) M.S. pipes during fabrication work including alllabour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S.plates.Details of Cost For each Internal Diameter of Pipe 300.00 mm Thickness of Plate 8.00 mmOuter diameter of Pipe 316.00 mm Length of grinding 992.74 mm |
| 212 | OD334124/2025-2026:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing ofjoints:300 mm diameter pipe |
| 213 | OD334154/2025-2026:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing ofjoints:300 mm diameter pipe |
| 214 | OD334169/2025-2026:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipesincluding testing of joints and including the cost of rubber gasket:150 mm dia pipes |
| 215 | OD334195/2025-2026:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipesincluding testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 216 | OD334201/2025-2026:Shifting the existing water connection/tap connection /small branch lines to the newly laid linefor connecting includes the cost of all specials and labor charges. with 20mm GM wheelvalve,20mm brass ferrule, etc |
| 217 | OD334453/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate20 mm nominal size derived from natural sources) |
| 218 | OD334469/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost oflabour, oil hire charges of pumpset, etc complete |
| 219 | OD334476/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, includingremoval of rubbish etc., disposal of unserviceable material to the dumping ground, for whichpayment shall be made separately and stacking of serviceable material within 50 metre lead asper direction of Engineer-in-Charge. |
| 220 | OD334488/2025-2026:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line,level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarsesand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge.(Old CC paver blocks shall be supplied by the department free of cost.) |
| 221 | OD334505/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out anddisposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil |
| 222 | OD334543/2025-2026:Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stoneaggregate 40 mm nominal size derived from natural sources) |
| 223 | OD334599/2025-2026:Providing and laying in position specified grade of reinforced cement concrete, excluding thecost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived fromnatural sources) |
| 224 | OD334638/2025-2026:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concreteDetails of cost for footing size 2.7mx2.7mx 1.00m Contact area = 10.8sqm |
| 225 | OD334660/2025-2026:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.Details of cost for 7.9m long and 1.00m high wall Area of contact 2x7.9x1.0 = 15.8 sqm |
| 226 | OD334783/2025-2026:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 227 | OD334785/2025-2026:Supplying and fixing C.I man hole cover with frame for manholes:560 mm diameter ( heavyduty) the weight to be not less than 208 kg. Please Enable Macros to View BoQ information |
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