KIIFB-Improvements providing DGBMand BC to Ezhamkulam Kaippattoor road in Pathanamthitta District- General Civil Work

Amount

1 APPENDIX 1:SITE CLEARANCE AND DISMANTLING

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

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

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

2.1.4: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 above 1800 mm

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

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

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

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.

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.

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

OD11268/2021-2022:Dismantling of flexible pavements and sectioning the dismantling materials and Re-rolling.

2 APPENDIX 2 :CONSTRUCTION OF BOX CULVERTS AND BRIDGE

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)

12.1.B.2:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter, only for dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth 3 M to 6 M- Mechanical Means

OD11266/2021-2022:fabricating conveying and driving of 100 cm dia m.s liner with 6 mm thick down to the required depth in line and level with out damaging the m.s liner including liner charge and conveying of all materials machinery and labour charge

15.9:Construction of dry rubble flooring at cross drainage works for relatively less important works.

12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)

12.8.E.2.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm

12.38.C.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M-30- Using Batching Plant, Transit Mixer, and Concrete Pump

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

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

13.5.H.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

14.9:Drainage Spouts complete as per drawing and Technical specification

14.10:PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.

14.11:Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

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.

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.

14.1B.2.1.A:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification. For solid slab super-structure - Height up to 5m

14.1D.2:Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification

14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

13.14: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 Technical Specifications.

14.7:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.

OD11265/2021-2022:Construction of precast RCC Railing of M35 Grade, aggregate size not exceeding 12mm , true to line and grade, tolerence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post for expansion , complete as per approved drawings and technical specifications

13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m

14.1A.2:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification

15.4.A:Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications

5.15:Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen (VG - 30) meeting the requirements given in table 500-40, prepared by using a mastic cooker and laid to the required level and slope after cleaning the surface, including providing an antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into the surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 516

3 APPENDIX 3--EARTH WORK-ROAD WAY

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

3.19.2:Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

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.

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

4 APPENDIX :4 -PAVEMENT

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

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.

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.

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.

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.

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.

5.6.2.b:Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 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 as per MORTH specification clause No. 507 complete in all respects For Grading -II (13.2 mm Nominal size).

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) Grading - II (13.2 mm nominal size)

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm 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.

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

5 APPENDIX :5- FOOTPATH,DRAIN,UTILITY DUCT AND CC SHOULDER

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)

12.8.A:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)

12.8.2.C.1: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

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

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

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

13.5.B:Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

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

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.

8.29.2: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 - Double row for two utility services

OD11270/2021-2022:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc all complete as per the direction of departmental officers at site

13.1:Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

13.3:Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

6 APPENDIX :6- PROTECTION WORK

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)

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.

OD11264/2021-2022:DR masonry for Retaining wall foundation and superstructure

OD11267/2021-2022:Stone Masonry - dry Rubble Masonry for foundation and superstructure of retaining walls with departmental rubble etc complete as per Drawing and Technical Specifications.

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

8.23.A: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 ISMC series channel 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 channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

APPENDIX 7 :TRAFFIC SIGNS, ROAD MARKINGS AND OTHER APPURTENANCES

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

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

8.4.4: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. 80 mm x 60 mm rectangular

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

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.

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)

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)

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.)

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 :-

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

8.3.2:Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade English and Roman Hyphens and the like not to be measured and paid for

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

APPENDIX 8:BUS SHELTER

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)

6.2.2:Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand)

13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

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) : 4 graded stone aggregate 20 mm nominal size)

11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.

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.

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

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.

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.)

15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet

15.44.2:Dismantling G.I. pipes ( external work) including excavation and refilling trenches after taking out the pipes, manually / by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer- in- Charges:Above 40 mm nominal bore

APPENDIX 9:PAINTING

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.84.2:Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.Two coats

APPENDIX 10:LAYING BOUNDARY STONE

8.16:Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting .

OD11269/2021-2022: Labours for Assisting surveyers

Topographical survey work

56.12.a:Total station surveying and preparation of site plan - Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.

56.13:Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation, bridge and building sites at in accessible locations).

KWA- Renovation of Ezhamkulam-Kaippattoor road - Relaying pipe lines - Reach ll (U nder WS Section Adoor )

100.1.1 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil

100.1.5 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :" Ordinary Rock

15.2.1 Demolishing cement concrete manually i by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

100.59.1 Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffice diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out theKexecraavaltaionW. ater Authority

'100.8.'l Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 1Scm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - ltem No.1009)

Fencing 1 .50m high with two rows of casuarina poles (girth 1Scm to 24cm) tied with coir yarn on vertical casuarina pole (girth 1Scm to 24cm) fixed at 1.5m intervals. NEW DATA (Prepared based on PWD SDB - ltem No.1009

100.7.1 Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. NEW DATA (Prepared based on PHED SDB - ltem No.1070

100.9.11 Laying UPVC pipes of class 2 to class 6 and specials lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).160 mm nominal outer dia pipes.

100.9.9 Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes.

100.9.8 Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes."

od108273/2019_2020 Conveying and fixing GI pipes complete with GI fittings exclusing trenching and refilling etc.. but excluding cost of pipes and fittings-External work 150 mm dia nominal bore

18.31.3.1 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameterClass I

18.31.1.1 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameterClass I

100.31.1.1 "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I" Observed Data derived from item no.18.31.of DAR

100.32.3 Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve Data derived from item no.18.59.1 of DAR

2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

2.2.1 Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil

4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost 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

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto Plinth level Thermo- Mechanically Treated bars of grade Fe-500D or more

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 : 4 graded stone aggregate 20 mm nominal size)

4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

od108360/2019_2020 Interconnection work of existing 140mm /110 mm pvc pipe line with suitable specials including cost of materials and labour charges etc.. complete

od108361/2019_2020 Welding 150 mm GI pipe atrequired portions by 3t o4 runsinicluding cutting and grinding if necessary , hire charges for welding plant, labour charges etc…

od108277/2019_2020 Shifting and interconnection of the existing branch lines to the new line including cost of materials and labour charges etc..

od171036/2019_2020 Shifting and inter connecting existing house connection and tap connections to the newly laid line including cost of materials , labour charges etc..complete

od109899/2019_2020 Supplying and fixing 90mm pvc end cap including cost of specials,labour charges etc... complete

2Cost of Materials charges (Cost Index:37.93 %)

100.98.239 Supply of PVC Pipe, 10kg/cm 2,160mm Dia.

od108280/2019_2020 150 mm GI pipe

100.98.236 Supply of PVC Pipe, 10kg/cm2, 90mm Dia.

100.98.237 Supply of PVC Pipe, 10kg/cm2, 110mm Dia.

100.98.435 Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.

100.98.505 Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.

od108284/2019_2020 Supplying 150 mm GI bend (90/45/22.5)

od108285/2019_2020 Supplying 160 mm pvc(10kg)- 90/45/22.5 bend

od111823/2019_2020 Supplying 110mmx90* bend (10kg/cm2)

PWD KIIFB-2017-18 - Renovation of Ezhamkulam-Kaippattoor road - Relaying pipe lines Reach -1 (Under PH Section Konni) APPENDIX :A ,ROAD FORMATION AND SURFACING WORKS

od150556/2021 2022 Supplying 100mm Gl pipe Medium (KW 636)

od'150559/2021 2022 Supplying 80mm Gl pipe lVedium (KW 635)

od 1 50561/2021_2022 Supplying 125mm Gl pipe [Vedium (KW 635)

100.98.236 Supply of PVC Pipe, 10kg/cm2, 90mm Dia.

100.98.237 Supply of PVC Pipe, 10kg/cm2, 110mm Dia.

100.98.238 Supply PVC Pipe, 1 140mm Dia

100.98.471 Supply of Cl Double Flanged Sluice Valve Conforming to lS 14846 - 2000, Sluice Valve with Cap PN 1'0, Size 125mm

100.98.514 Suppty of Cl Plain End Valve Conforming to lS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100.98.514 'l25mm

100.98.506 Supply of Cl Plain End Valve Conforming to lS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm

100.98.470 Supply of Cl Double Flanged Sluice Valve Conforming to lS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 100mm.

100.98.505 Supply of Cl Plain End Valve Conforming to lS 14846 - 2000, Sluice Valve with Cap PN '1.6, Size 80mm.

18.17.6 ' Providing and fixing gun metal gate valve with C.l. wheel of approved quality (screwed end) :80 mm nominal bore

Providing and fixing C.l double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately )50 mm dia

2 Part -II - WORKING CHARGES (Cost Index:37.93 %)

100.1.1 Excavating trenches of required width for pipes, cables, etc including excavation for sockets. and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m ; All kinds of soil

Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

100.9.8 Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 90 mm nominal outer dia pipes."

100.9.9 Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 110 mm nominal outer dia pipes.

100.9.10 Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 140 mm nominal outer dia pipes

od22792/2021_2022 Conveying and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. but excluding cost of pipes and fittings - External work. 80 mm dia nominal bore

od283230/2020_2021 Conveying laying and fixing 100mm GI pipes complete with GI fitting excluding trenching etc for external work (laying charge)

od23699/2021_2022 Conveying laying and fixing 125 mm GI pipes complete with GI fitting excluding trenching etc for external work (laying charge)

od283283/2020_2021 Cutting 100 mm GI pipe/DI/CI pipe using saw/cutter

100.31.1.3 "Conveying and fixing C.l. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :125 mm diameter. Class l" Data derived from item no.18.3'1.2.1 of DAR

100.31.1.2 "Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :100 mm diameter. Class I" Data derived from item no.18.31.1.1of DAR

100.31 .1 .1 "Conveying and fixing C.l. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class l" Observed Data derived from item no.18.31.of DAR

od283280/2020_2021 Welding 100mm GI (m) (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete:

od23014/2021_2022 Welding 80 m.m GI pipe at required portions 3 runs including the cost of welding charges, labor charges, hire for tools and plants etc complete as per the direction of departmental officers

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 : 4 graded stone aggregate 20 mm nominal size)

4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

od22999/2021_2022 Supplying 100 x90/45/22.5 m.m GI (m)bend

od23000/2021_2022 Supplying and providing 80 x90/45/22.5 GI bend

od23764/2021_2022 Supplying 125x90/45/22.5 GI bend

od23001/2021_2022 Supplying 110x90/45/22.5 PVC bend/PVC Tee

od283183/2020_2021 Shifting the existing water connection / street tap connections from existing line to newly laid pipe line including cost of specials such as MS/PVC saddle, required length ASTM Schedule 80 pipe,Elbow ,coupling ,valve, etc all labour charge and cost of all materials etc as per the direction of departmental officers.

od28318412020 2021 Interconnecting the newly laid 100 to 150 m.m m.m D I pipe/150 /100 m.m GI pipe with existing 125 to 150 m.m AC /140 to 160 m.m PVC /150 100 GI /200/250/300 mm DI existing branch lines using suitable sizeTee , aligning the tee and pipe in proper alignment and ready for flanged joint,socket joint ,welding joint as per the direction of departmental officers but excluding the cost of specials( already included in supply of specials ) etc complete,

od283185/2020_2021 Interconnecting the existing 110 to 50 m.m PVC pipe line /100 to 40 m.m GI pipe line with newly laid 100 to 200 m.m DI/100 to 150 GI/110 to 160 PVC pipe ,line with suitable specials but excluding the cost specials(cost of specials already included in the supply portion) as per the direction of departmental officers

od283186/2020_2021 Constructing RCC chamber 100x100x100 cm inside, in for sluice valve, RCC top slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:4:8 (1 cement : 4 fine sand: 8 graded stone aggregate 40 mm nominal size) and complete as per standard design:

Shifting HT/LT poles, transformer structures, along Ezhamkulam -Kodumon road to convenient place in favour of the Assistant Engineer C/o KIIFB PART I -MATERIAL DETAILS

52600000000000 - Procuring and Supplying at site CONDUCTOR- ACSR RABBIT as per KSEB Standards and Technical Specifications

54595000000000- Procuring and Supplying at site CRIMPING SOCKET (Aluminium)- 95 sqmm as per KSEB Standards and Technical Specifications

93300402000299 -Procuring and Supplying at site CROSS ARM 2 LINE SET(WITH CLAMP , BOLT & NUT) as per KSEB Standards and Technical Specifications

93300402000499- Procuring and Supplying at site CROSS ARM 4 LINE SET(WITH CLAMP, BOLT & NUT) as per KSEB Standards and Technical Specifications

93200000000000- Procuring and Supplying at site PACKING CLAMP as per KSEB Standards and Technical Specifications

91204512000099- Procuring and Supplying at site PIN INSULATOR 415V SET(WITH PIN) as per KSEB Standards and Technical Specifications

91404548000099- Procuring and Supplying at site SHACKLE INSULATOR 415V SET(WITH STRAP BOLT&NUT),as per KSEB Standards and Technical Specifications

91504548000000- Procuring and Supplying at site STAY INSULATOR 415 V as per KSEB Standards and Technical Specifications

94300404000000- Procuring and Supplying at siteSTAY ROD 16 mm DIA GI ( LT Stay Rod) as per KSEB Standards and Technical Specifications

94300401000000- Procuring and Supplying at site STRANDED WIRE GI 7/2.5 mm (LT Stay Wire) as per KSEB Standards and Technical Specifications

94300002000000- Procuring and Supplying at site STAY BLOCK as per KSEB Standards and Technical Specifications

94300403000000- Procuring and Supplying at site STAY TIGHTNER LT as per KSEB Standards and Technical Specifications

94100002000000- Procuring and Supplying at site CLAMP GI FOR LT CROSS ARM as per KSEB Standards and Technical Specifications

93300402000200 - Procuring and Supplying at site CROSS ARM GI 2 LINE as per KSEB Standards and Technical Specifications

93300402000400- Procuring and Supplying at site CROSS ARM GI 4 LINE as per KSEB Standards and Technical Specifications

91201112000099- Procuring and Supplying at site PIN INSULATOR 11 kV SET(WITH PIN)as per KSEB Standards and Technical Specifications

160125000019001- Procuring and Supplying at site GI HT BOLT AND NUT 19 mm X 250 mm as per KSEB Standards and Technical Specifications

91504512000000- Procuring and Supplying at site STAY INSULATOR 11 kV as per KSEB Standards and Technical Specifications

94301101000000- Procuring and Supplying at site STRANDED WIRE GI 7/3.2 mm (HT Stay Wire) as per KSEB Standards and Technical Specifications

94100001000000- Procuring and Supplying at site CLAMP GI FOR HT CROSS ARM as per KSEB Standards and Technical Specifications

95404000000000- Procuring and Supplying at site EARTH PIPE GI 40 mm DIA as per KSEB Standards and Technical Specifications

150920000000000- Procuring and Supplying at site FUSE UNIT 415 V PORCELAIN 200 Aas per KSEB Standards and Technical Specifications

93270800000000- Procuring and Supplying at site G.I.WIRE. 4MM (8 SWG)as per KSEB Standards and Technical Specifications

93800000000000- Procuring and Supplying at site CLEAT GI FOR DISC INSULATOR as per KSEB Standards and Technical Specifications

52400000000000- Procuring and Supplying at site CONDUCTOR ACSR RACOONas per KSEB Standards and Technical Specifications

93301101993000- Procuring and Supplying at site CROSS ARM GI CHANNEL 100 X 50 mm 3 M as per KSEB Standards and Technical Specifications

93301101751800- Procuring and Supplying at site CROSS ARM GI CHANNEL 75 X 40 mm 1.8 M as per KSEB Standards and Technical Specifications

91104512000000- Procuring and Supplying at site DISC INSULATOR 11kV 45 kN as per KSEB Standards and Technical Specifications

62801100000000- Procuring and Supplying at site POLE A TYPE 11 M as per KSEB Standards and Technical Specifications

69801100000000- Procuring and Supplying at site SINGLE TENSION CLAMP GI 11KV (HARDWARE FITTINGS 11kV), as per KSEB Standards and Technical Specifications

94301104000000- Procuring and Supplying at site STAY ROD 20 mm DIA GI ( HT Stay Rod), as per KSEB Standards and Technical Specifications

94300403000001- Procuring and Supplying at site STAY TIGHTNER HT as per KSEB Standards and Technical Specifications

50312001010000- Procuring and Supplying at site CABLE 1.1kV XLPE AL 1X120 sq mm(Un Armoured) as per KSEB Standards and Technical Specifications

151420000000000- Procuring and Supplying at site FUSE WIRE 200A as per KSEB Standards and Technical Specifications

54512000000000- Procuring and Supplying at site CRIMPING SOCKET (Aluminium) 120 sq mm as per KSEB Standards and Technical Specifications

62801300000000- Procuring and Supplying at site POLE A TYPE 13 M as per KSEB Standards and Technical Specifications

93301103000000- Procuring and Supplying at site V CROSS ARM 11 kV-GI as per KSEB Standards and Technical Specifications

098502004010700- Procuring and Supplying at site SS strap for ABC Support at poles 20 x 0.7 mm,as per KSEB Standards and Technical Specifications

098502004020000- Procuring and Supplying at site STAINLESS STEEL BUCKLE FOR ABC as per KSEB Standards and Technical Specifications 20 MM

160120000019001- Procuring and Supplying at site GI HT BOLT AND NUT 19 mm X 200 mm as per KSEB Standards and Technical Specifications

93270400000000- Procuring and Supplying at site GI WIRE 6 mm DIA 4 SWG as per KSEB Standards and Technical Specifications

98612002000000- Procuring and Supplying at siteAnchor / Dead End Clamp for AB Cables 120 sq.mm as per KSEB Standards and Technical Specifications

62801200000000- Procuring and Supplying at site POLE A TYPE 12 M as per KSEB Standards and Technical Specifications

160150000016001- Procuring and Supplying at site GI Full Thread BOLT AND NUT 16 mm X 75 mm as per KSEB Standards and Technical Specifications

98615001000000- Procuring and Supplying at site Suspension Clamp for AB Cables 150 sqmm as per KSEB Standards and Technical Specifications

62811300000000- Procuring and Supplying at site Four Legged Pole 13 M as per KSEB Standards and Technical Specifications

PART II -LABOUR DETAILS Electrical Section Ezhamkulam

112- Fitting and erecting one HT PSC Pole in position incl. fitting cross arm, digging and back filling pit, drawing earth leads,as per KSEB Standards and Technical Specifications

113- Fitting and erecting one HT 'A' type Pole in position incl. fitting cross arm, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

114-Fitting and erecting one HT 4 legged pole in position incl. fitting cross arm, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

115- Additional rate for providing one disc set on any type of HT pole for making cut point , as per KSEB Standards and Technical Specifications

116- Fitting and erecting one HT DP using PSC pole in position incl. fitting 2 channel cross arms, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

117- Fitting and erecting one HT DP using 'A' type pole in position incl. fitting 2 channel cross arms, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

119- Fitting and providing one HT Stay for 11kV pole incl. digging and back filling pit , as per KSEB Standards and Technical Specifications

120 - Fitting and providing one Strut using HT PSC pole incl. digging and back filling pit , as per KSEB Standards and Technical Specifications

122- Fitting and providing one HT Fly stay for 11kV pole using HT PSC pole incl. digging , as per KSEB Standards and Technical Specifications and back filling pits.

123- Fitting and providing one HT Fly stay for 11kV pole using 'A' type pole including digging and back filling pits,as per KSEB Standards and Technical Specifications.

127- Additional rate for excavation of one Pit for HT Pole/HT Stay in Laterite ,as per KSEB Standards and Technical Specifications.

131-Additional rate for excavation of Pit for 'A' type pole in Laterite , as per KSEB Standards and Technical Specifications

132- Additional rate for excavation of Pit for 'A' type pole in Hard Laterite , as per KSEB Standards and Technical Specifications

133- Additional rate for excavation of Pit for 'A' type pole in Soft Rock , as per KSEB Standards and Technical Specifications

135- Stringing of one km 11kV line with ACSR Raccoon (3 conductors) incl. cutting andremoving tree branches wherever necessary , as per KSEB Standards and Technical Specifications

139- Fitting 5 channel cross arms, AB switch, DO fuse, LA, HT and LT connections on existing DP, 5 Pipe Earthing, 3 LT fuses , as per KSEB Standards and Technical Specifications

144- Erecting one 100kVA Transformer to existing DP and giving connections, incl. loading and unloading, excluding transportation , as per KSEB Standards and Technical Specifications

145- Erecting one 160kVA Transformer to existing DP and giving connections, incl. loading and unloading, excluding transportation , as per KSEB Standards and Technical Specifications

156- Fitting one additional Fuse unit and giving connection from Transformer to fuse and DB to LT OH line , as per KSEB Standards and Technical Specifications

166- Fitting one set AB switch, DO fuse, LA, giving connections and drawing earth leads for earthing excluding provision of earth,as per KSEB Standards and Technical Specifications.

167- Fitting one set AB switch, giving connection and earthing the same using one earth pipe incl. digging and back filling pit, as per KSEB Standards and Technical Specifications.

169- Fitting one Additional V cross arm in existing single pole incl. conveyance of materials, as per KSEB Standards and Technical Specifications.

170- Fitting one Additional 75x40mm, 1.8m Channel cross arm in existing single pole incl. conveyance of materials,as per KSEB Standards and Technical Specifications.

171- Fitting one Additional 3m Channel cross arm (100x50x6mm), in existing 11kV DP incl. conveyance of materials,as per KSEB Standards and Technical Specifications.

174- Fitting one LT 2 line cross arm on HT or LT existing poles incl. fitting insulators and binding the same with LT Line ,as per KSEB Standards and Technical Specifications.

175- Fitting one LT 4 line cross arm on HT or LT existing poles incl. fitting insulators and binding the same with LT Line ,as per KSEB Standards and Technical Specifications.

185- Fitting one Additional 2.4m Channel cross arm in existing single pole incl. conveyance of materials,as per KSEB Standards and Technical Specifications.

187- Installing one DTR meter with box on existing channel/angle cross-arm on DP structure and giving connections including conveyance ,as per KSEB Standards and Technical Specifications.

204- Erecting one LT PSC Pole in position including digging and back filling pit ,as per KSEB Standards and Technical Specifications.

205- Providing Stay for LT poles including digging and back filling pit,as per KSEB Standards and Technical Specifications.

206- Providing Strut using LT PSC pole including digging and back filling pit,as per KSEB Standards and Technical Specifications.

208- Additional rate for excavation of one Pit for LT Pole/LT Stay in Laterite ,as per KSEB Standards and Technical Specifications.

209- Additional rate for excavation of one Pit for LT Pole/LT Stay in Hard Laterite,as per KSEB Standards and Technical Specifications.

212- Stringing one km LT Sph 2 wire line (Rabbit) incl. fitting cross arm etc. removing touchings and conveyance of materials,as per KSEB Standards and Technical Specifications.

214- Stringing one km LT 3ph 4 wire line (Rabbit for Ph, Weasel for N) incl. fitting cross arm etc. removing touchings and conveyance of materials ,as per KSEB Standards and Technical Specifications.

215- Stringing one km LT 3ph 5 wire line (Rabbit for Ph and Weasel for N&St.main) incl. fitting cross arm etc. removing touchings and conveyance of materials,as per KSEB Standards and Technical Specifications.

221- Fitting one No. Section fuse on LT line with dropping cables, crimping sockets, connecting with boltνt etc…,as per KSEB Standards and Technical Specifications.

222- Providing Guarding for LT line -One span for road crossing,as per KSEB Standards and Technical Specifications.

264- Insertion of one LT PSC pole in existing Sph OH line , as per KSEB Standards and Technical Specifications.

265- Insertion of one LT PSC pole in existing 3ph OH line incl. digging & back filling pit, fitting cross arm, insulator, binding etc…,as per KSEB Standards and Technical Specifications.

266- Providing WP support with PSC pole including digging & back filling pit,as per KSEB Standards and Technical Specifications.

324- Additional rate for refitting/redoing one Disc set while renewing any type of 11kV cut pole ,as per KSEB Standards and Technical Specifications.

327- Renewal of existing damaged/broken old 11kV Stay to the existing stay rod,as per KSEB Standards and Technical Specifications.

342- Renewing one V cross arm on the 11kV Pole including dismantling and conveyance ,as per KSEB Standards and Technical Specifications.

343- Renewing one 1.8m Channel cross arm on the 11kV Pole incl. dismantling and conveyance,as per KSEB Standards and Technical Specifications.

363- Drilling hole of various sizes on existing Channel/Cross Arm,as per KSEB Standards and Technical Specifications.

405- Additional rate for refitting/redoing one Shackle set while renewing any type of pole,as per KSEB Standards and Technical Specifications.

419- Transferring LT Sph 2/3 wire OH line to newly erected HT/LT pole and refitting all items to the new pole,as per KSEB Standards and Technical Specifications.

420- Transferring LT 3ph 4/5 wire OH line to newly erected HT/LT pole and refitting all items to the new pole ,as per KSEB Standards and Technical Specifications.

451- Dismantling and reconnecting Sph service connection from the OH line incl. lowering down the WP portion,as per KSEB Standards and Technical Specifications.

452- Dismantling and reconnecting 3ph service connection from the OH line including lowering down the WP portion ,as per KSEB Standards and Technical Specifications.

503- Dismantling one damaged 11kV PSC/RCC pole after disconnecting stays, strut etc. and stacking the same ,as per KSEB Standards and Technical Specifications.

504- Dismantling (without damage) one 11kV PSC/RCC pole after disconnecting stays, strut etc. and stacking the sameas per KSEB Standards and Technical Specifications.

505- Procuring and Supply of SHACKLE INSULATOR 415V ,as per KSEB Standards and Technical Specifications. SET(WITH STRAP BOLT&NUT)

506- Dismantling (without damage) one 11kV 'A' type pole after disconnecting stays, strut etc. and stacking the same,as per KSEB Standards and Technical Specifications.

513- Dismantling (without damage) one km 11kV line (3 conductors), cross arm, insulators, disc, rolling the conductor and stacking ,as per KSEB Standards and Technical Specifications.

514-Dismantling (without damage) one HT stay incl. back filling, and bringing back to section store ,as per KSEB Standards and Technical Specifications.

515- Dismantling one V cross arm/Channel cross arm from existing Pole, and bringing back to section store ,as per KSEB Standards and Technical Specifications.

516- Dismantling one Channel cross arm from existing DP structure, and bringing back to section store, as per KSEB Standards and Technical Specifications.

517- Dismantling (without damage) one AB switch from existing structure and bringing back to section store,as per KSEB Standards and Technical Specifications.

520- Procurement and Supply of CLAMP GI FOR HT CROSS ARM, as per KSEB Standards and Technical Specifications.

553- Dismantling one damaged LT PSC/RCC pole after disconnecting stays, strut etc…and stacking the same ,as per KSEB Standards and Technical Specifications.

554- Dismantling (without damage) one LT PSC/RCC pole after disconnecting stays, strut etc. and stacking the sameas per KSEB Standards and Technical Specifications.

555- Dismantling (without damage) LT stay incl. digging pit in all classes of soil and backfilling ,as per KSEB Standards and Technical Specifications.

556- Dismantling one damaged LT TW/RSJ/Rail Strut pole incl. removal of clamps and stacking ,as per KSEB Standards and Technical Specifications.

559- Dismantling (without damage) one LT PSC/RCC Strut pole incl. removal of clamps and stacking,as per KSEB Standards and Technical Specifications.

566- Dismantling (without damage) one km LT 3ph 4 wire OH line, cross arms, insulators and stacking the conductors in rolls,as per KSEB Standards and Technical Specifications.

567- Dismantling (without damage) one km LT additional conductor line, cross arms, insulators and stacking the conductors in rolls ,as per KSEB Standards and Technical Specifications.

568- Dismantling one section fuse ,as per KSEB Standards and Technical Specifications.

569- Dismantling one section fuse from distribution box ,as per KSEB Standards and Technical Specifications.

610- Dismantling one ordinary street light/CFL/LED fitting from existing pole and refitting the same on newly erected pole and reconnecting,as per KSEB Standards and Technical Specifications.

611- Dismantling one 2x40W fluorescent tube fitting from the existing pole and refitting the same on newly erected pole and reconnecting ,as per KSEB Standards and Technical Specifications.

620- Dismantling SV/MV/Metal halide lamp fitting from the existing pole and refitting the same on newly erected pole and reconnecting (without using aerial lift),as per KSEB Standards and Technical Specifications.

625- Dismantling one 1x40W fluorescent tube fitting from the existing pole and refitting the same on newly erected pole and reconnecting ,as per KSEB Standards and Technical Specifications.

676- Cutting trees beyond 30cm but upto and incl. 60cm girth, cutting of trunks/branches, removing the root completely and stacking.

711- Dismantling one Transformer upto 160kVA from structure and loading to vehicle including disconnecting HT/LT/Earth connections,as per KSEB Standards and Technical Specifications.

728- Transporting Transformers by hired vehicle upto 5km and upto 2 No. of 63 to 250 kVA Transformers excluding loading & unloading ,as per KSEB Standards and Technical Specifications.

952- Providing concrete muffing (0.45x0.45x1.5m) inclusive of cost of all material (as per specification),as per KSEB Standards and Technical Specifications.

953- Providing Transformer fencing of height 1.8m, using 50x50x6mm Angle iron frame as specified ,as per KSEB Standards and Technical Specifications.

954- Providing yard metalling with 40mm thick blue metal as specified,as per KSEB Standards and Technical Specifications.

955- Providing one Earth using earth pipe incl. digging & backfilling pit and supply of charcoal, salt, sand etc…, as per KSEB Standards and Technical Specifications.

1002- Dismantling of 11 kV Ariel bunched cable XLPE insulated of size 3 x 150+ 1 x 120 sqmm with bare/insulated Messenger ,as per KSEB Standards and Technical Specifications.

1003- Stringing of 11 kV Ariel bunched cable XLPE insulated of size 3 x 150+ 1 x 120 sqmm with bare/insulated Messenger ,as per KSEB Standards and Technical Specifications.

1004- Erection of Anchor clamp / dead end clamp of 11 KV ABC suitable for 70 to 120 sqmm bare/insulated Messenger,as per KSEB Standards and Technical Specifications.

1005- Erection of suspension clamp of 11KV ABC suitable for 70 to 120 sq mm bare/insulated messenger,as per KSEB Standards and Technical Specifications.

1006- 11 KV AB Cable Straight through joint instalation for 3 Core,as per KSEB Standards and Technical Specifications.

703- Loading H T 'A' Type poles from the stacking place and un loading the poles at work site (transport by vehicle) ,as per KSEB Standards and Technical Specifications.

726- Transporting poles by hired vehicle to a distance upto 5km and carrying upto 4 poles excluding loading & unloading ,as per KSEB Standards and Technical Specifications.

Electrical Section - Kaipattoor Shifting HT/LT poles, transformer structures, along Ezhamkulam - Kodumon road to convenient place in favour of the Assistant Engineer C/o KIIFB - PART A - MATERIAL DETAILS

93301101751800- Procuring and Supplying at site CROSS ARM GI CHANNEL 75 X 40 mm 1.8 M as per KSEB Standards and Technical Specifications

93301101752400- Procuring and Supplying at site CROSS ARM GI CHANNEL 75 X 40 mm 2.4 M as per KSEB Standards and Technical Specifications

93301101993000- Procuring and Supplying at site CROSS ARM GI CHANNEL 100 X 50 mm 3 M as per KSEB Standards and Technical Specifications

91104512000000- Procuring and Supplying at site DISC INSULATOR 11kV 45 kN as per KSEB Standards and Technical Specifications

69801100000000- Procuring and Supplying at site SINGLE TENSION CLAMP GI 11KV (HARDWARE FITTINGS 11kV), as per KSEB Standards and Technical Specifications

93800000000000- Procuring and Supplying at site CLEAT GI FOR DISC INSULATOR as per KSEB Standards and Technical Specifications

93301103000000- Procuring and Supplying at site V CROSS ARM 11 kV G I , as per KSEB Standards and Technical Specifications

91201112000099- Procuring and Supplying at site PIN INSULATOR 11 kV SET(WITH PIN)as per KSEB Standards and Technical Specifications

94601100000000- Procuring and Supplying at site F Clamp(Pole Top Bracket -11 kV, as per KSEB Standards and Technical Specifications

91504512000000- Procuring and Supplying at site STAY INSULATOR 11 kV as per KSEB Standards and Technical Specifications

94301104000000- Procuring and Supplying at site STAY ROD 20 mm DIA GI ( HT Stay Rod), as per KSEB Standards and Technical Specifications

95701100000000- Procuring and Supplying at site STAY TIGHTNER HT as per KSEB Standards and Technical Specifications

94301101000000- Procuring and Supplying at site STRANDED WIRE GI 7/3.2 mm (HT Stay Wire) as per KSEB Standards and Technical Specifications

94300002000000- Procuring and Supplying at site STAY BLOCK as per KSEB Standards and Technical Specifications

94100008000001- Procuring and Supplying at site CLAMP GI FOR V CROSS ARM as per KSEB Standards and Technical Specifications

95404000000000- Procuring and Supplying at site EARTH PIPE GI 40 mm DIA as per KSEB Standards and Technical Specifications

093270800000000- Procuring and Supplying at site GI WIRE 4 mm DIA 8 SWG (L T) as per KSEB Standards and Technical Specifications

052400000000000- Procuring and Supplying at site CONDUCTOR ACSR RACOON as per KSEB Standards and Technical Specifications

052600000000000- Procuring and Supplying at site CONDUCTOR ACSR RABBIT, as per KSEB Standards and Technical Specifications

094100001000000- Procuring and Supplying at site CLAMP GI FOR HT CROSS ARM as per KSEB Standards and Technical Specifications

093300402000200- Procuring and Supplying at site CROSS ARM GI 2 LINE as per KSEB Standards and Technical Specifications

093300402000400-Procuring and Supplying at site CROSS ARM GI 4 LINE as per KSEB Standards and Technical Specifications

094100002000000- Procuring and Supplying at site CLAMP GI FOR LT CROSS ARM as per KSEB Standards and Technical Specifications

091404548000099- Procuring and Supplying at site SHACKLE INSULATOR 415V SET(WITH STRAP BOLT&NUT),as per KSEB Standards and Technical Specifications

091204512000099- Procuring and Supplying at site PIN INSULATOR 415V SET(WITH PIN) as per KSEB Standards and Technical Specifications

093200000000000- Procuring and Supplying at site PACKING CLAMP as per KSEB Standards and Technical Specifications

091504548000000- Procuring and Supplying at site STAY INSULATOR 415 V as per KSEB Standards and Technical Specifications

094300404000000- Procuring and Supplying at site STAY ROD 16 mm DIA GI ( LT Stay Rod), as per KSEB Standards and Technical Specifications

095704400000000- Procuring and Supplying at site STAY TIGHTNER LT as per KSEB Standards and Technical Specifications

094300401000000- Procuring and Supplying at site STRANDED WIRE GI 7/2.5 mm (LT Stay Wire) as per KSEB Standards and Technical Specifications

062900900000000- Procuring and Supplying at site HT PSC Pole 9 m as per KSEB Standards and Technical Specifications

062801100000000- Procuring and Supplying at site POLE A TYPE 11 M as per KSEB Standards and Technical Specifications

062900800000000- Procuring and Supplying at site LT PSC Pole 8 m ,as per KSEB Standards and Technical Specifications

050702501020000- Procuring and Supplying at site Cable 1.1 kV PVC Al 2 X 2.5 sq mm Sheathed(Weather Proof 1/1/1.8) as per KSEB Standards and Technical Specifications

050900601020000- Procuring and Supplying at site Cable 1.1 kV PVC Al 2 X 2.6 sq mm Sheathed(Weather Proof 1/1/1.8) as per KSEB Standards and Technical Specifications

160100000000000- Procuring and Supplying at site GI HT BOLT AND NUT (Assorted Sizes) as per KSEB Standards and Technical Specifications

95200800000100- Procuring and Supplying at site Earthing Coil G I 4 mm 115 Turns 50 mm DIA ,as per KSEB Standards and Technical Specifications

094100001000000- Procuring and Supplying at site Clamp G I for Stay / Strut 11 kV (H T) , as per KSEB Standards and Technical Specifications

PART B - LABOUR DETAILS - Electrical Section Kaipatoor

112- Fitting and erecting one HT PSC Pole in position incl. fitting cross arm, digging and back filling pit, drawing earth leads,as per KSEB Standards and Technical Specifications

113- Fitting and erecting one HT 'A' type Pole in position incl. fitting cross arm, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

115- Additional rate for providing one disc set on any type of HT pole for making cut point , as per KSEB Standards and Technical Specifications

116- Fitting and erecting one HT DP using PSC pole in position incl. fitting 2 channel cross arms, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

117- Fitting and erecting one HT DP using 'A' type pole in position incl. fitting 2 channel cross arms, digging and back filling pit, drawing earth leads , as per KSEB Standards and Technical Specifications

119- Fitting and providing one HT Stay for 11kV pole incl. digging and back filling pit , as per KSEB Standards and Technical Specifications

120- Fitting and providing one Strut using HT PSC pole incl. digging and back filling pit , as per KSEB Standards and Technical Specifications

121- Fitting and providing one Strut using 'A ' Type pole incl. digging and back filling pit , as per KSEB Standards and Technical Specifications

122- Fitting and providing one HT Fly stay for 11kV pole using HT PSC pole incl. digging , as per KSEB Standards and Technical Specifications and back filling pits.

127- Additional rate for excavation of one Pit for HT Pole/HT Stay in Laterite ,as per KSEB Standards and Technical Specifications.

128- Additional rate for excavation of one Pit for HT Pole/HT Stay in Hard Laterite ,as per KSEB Standards and Technical Specifications.

129- Additional rate for excavation of one Pit for HT Pole/HT Stay in Soft Rock ,as per KSEB Standards and Technical Specifications.

131- Additional rate for excavation of Pit for 'A' type pole in Laterite , as per KSEB Standards and Technical Specifications

132- Additional rate for excavation of Pit for 'A' type pole in Hard Laterite , as per KSEB Standards and Technical Specifications

133- Additional rate for excavation of Pit for 'A' type pole in Soft Rock , as per KSEB Standards and Technical Specifications

135- Stringing of one km 11kV line with ACSR Raccoon (3 conductors) including cutting and removing tree branches wherever necessary , as per KSEB Standards and Technical Specifications

157- Providing one Earth using earth pipe including digging separate pit at standard distance away from pole/structure & back filling pit and supply of charcoal, salt, sand etc…, as per KSEB Standards and Technical Specifications.

163- Providing one Coil Earth using G I earth wire incl. including digging separate pit at standard distance away from pole/structure & back filling pit and supply of charcoal, salt, sand etc…, as per KSEB Standards and Technical Specifications.

167- Fitting one set AB switch, giving connection and earthing the same using one earth pipe incl. digging and back filling pit, as per KSEB Standards and Technical Specifications.

170- Fitting one Additional 75x40mm, 1.8m Channel cross arm in existing single pole incl. conveyance of materials,as per KSEB Standards and Technical Specifications.

171- Fitting one Additional 2.4/3m Channel cross arm (100x50x6mm), in existing 11kV DP including conveyance of materials,as per KSEB Standards and Technical Specifications.

172- Fitting one Additional 2.4 / 3m Channel cross arm (75x40x6mm), in existing 11kV DP including conveyance of materials,as per KSEB Standards and Technical Specifications.

179- Fitting one Additional HT Pin with Insulator including conveyance of materials,as per KSEB Standards and Technical Specifications.

180- Fitting one Additional F Top Bracket including conveyance of materials,as per KSEB Standards and Technical Specifications.

185- Fitting one Additional 2.4m Channel cross arm in existing single pole incl. conveyance of materials,as per KSEB Standards and Technical Specifications.

204- Erecting one LT PSC Pole in position including digging and back filling pit ,as per KSEB Standards and Technical Specifications.

205- Providing Stay for LT poles including digging and back filling pit,as per KSEB Standards and Technical Specifications.

206- Providing Strut using LT PSC pole including digging and back filling pit,as per KSEB Standards and Technical Specifications.

207- Providing Fly stayusing LT PSC pole including digging and back filling pit,as per KSEB Standards and Technical Specifications.

208- Additional rate for excavation of one Pit for LT Pole/LT Stay in Laterite ,as per KSEB Standards and Technical Specifications.

209- Additional rate for excavation of one Pit for LT Pole/LT Stay in Hard Laterite,as per KSEB Standards and Technical Specifications.

212- Stringing one km LT Single phase 2 wire line (Rabbit) incl. fitting cross arm etc. removing touchings and conveyance of materials,as per KSEB Standards and Technical Specifications.

213- Stringing one km LT Three phase 4 wire line (Rabbit for Phase and Neutral ,Weasel for Street Main) including fitting cross arm etc. removing touchings and conveyance of materials,as per KSEB Standards and Technical Specifications.

214- Stringing one km LT 3ph 4 wire line (Rabbit for Ph, Weasel for N) incl. fitting cross arm etc. removing touchings and conveyance of materials ,as per KSEB Standards and Technical Specifications.

215- Stringing one km LT 3ph 5 wire line (Rabbit for Ph and Weasel for N&St.main) incl. fitting cross arm etc. removing touchings and conveyance of materials,as per KSEB Standards and Technical Specifications.

266- Providing WP support with PSC pole including digging & back filling pit,as per KSEB Standards and Technical Specifications.

363-Drilling hole of various sizes on existing Channel/Cross Arm,as per KSEB Standards and Technical Specifications.

364- Drilling oval shaped hole of various sizes on existing Channel/Cross Arm /GI /MS Cleats...,as per KSEB Standards and Technical Specifications.

365- Cutting Channel/Cross Arm/Angle Iron into two pieces ,as per KSEB Standards and Technical Specifications.

503- Dismantling one damaged 11kV PSC/RCC pole after disconnecting stays, strut etc. and stacking the same ,as per KSEB Standards and Technical Specifications.

504- Dismantling (without damage) one 11kV PSC/RCC pole after disconnecting stays, strut etc. and stacking the sameas per KSEB Standards and Technical Specifications.

505- Procuring and Supply of SHACKLE INSULATOR 415V ,as per KSEB Standards and Technical Specifications. SET(WITH STRAP BOLT&NUT)

506- Dismantling (without damage) one 11kV 'A' type pole after disconnecting stays, strut etc. and stacking the same,as per KSEB Standards and Technical Specifications.

512- Dismantling (without damage) one H T PSC /RCC Strut pole including removal of clamps, cross arm, insulators, and stacking ,as per KSEB Standards and Technical Specifications.

513- Dismantling (without damage) one km 11kV line (3 conductors), cross arm, insulators, disc, rolling the conductor and stacking ,as per KSEB Standards and Technical Specifications.

514- Dismantling (without damage) one HT stay incl. back filling, and bringing back to section store ,as per KSEB Standards and Technical Specifications.

515- Dismantling one V cross arm/Channel cross arm from existing Pole, and bringing back to section store ,as per KSEB Standards and Technical Specifications.

516- Dismantling one Channel cross arm from existing DP structure, and bringing back to section store, as per KSEB Standards and Technical Specifications.

517- Dismantling (without damage) one AB switch from existing structure and bringing back to section store,as per KSEB Standards and Technical Specifications.

520 - Procurement and Supply of CLAMP GI FOR HT CROSS ARM, as per KSEB Standards and Technical Specifications.

551- Dismantling one damaged LT TW / RSJ /Rail pole after disconnecting stays, strut etc…and stacking the same ,as per KSEB Standards and Technical Specifications.

553- Dismantling one damaged LT PSC/RCC pole after disconnecting stays, strut etc…and stacking the same ,as per KSEB Standards and Technical Specifications.

554- Dismantling (without damage) one LT PSC/RCC pole after disconnecting stays, strut etc. and stacking the sameas per KSEB Standards and Technical Specifications.

555- Dismantling (without damage) LT stay incl. digging pit in all classes of soil and backfilling ,as per KSEB Standards and Technical Specifications.

559- Dismantling (without damage) one LT PSC/RCC Strut pole incl. removal of clamps and stacking,as per KSEB Standards and Technical Specifications.

565- Dismantling (without damage) one km LT Single phase 2 wire OH line, cross arms, insulators and stacking the conductors in rolls,as per KSEB Standards and Technical Specifications.

566- Dismantling (without damage) one km LT 3 phase 4 wire OH line, cross arms, insulators and stacking the conductors in rolls,as per KSEB Standards and Technical Specifications.

567- Dismantling (without damage) one km LT additional conductor line, cross arms, insulators and stacking the conductors in rolls ,as per KSEB Standards and Technical Specifications.

610- Dismantling one ordinary street light/CFL/LED fitting from existing pole and refitting the same on newly erected pole and reconnecting,as per KSEB Standards and Technical Specifications.

611- Dismantling one 2x40W fluorescent tube fitting from the existing pole and refitting the same on newly erected pole and reconnecting ,as per KSEB Standards and Technical Specifications.

702- Loading H T PSC 9 m poles from the stacking place and un loading the poles at work site (transport by vehicle) ,as per KSEB Standards and Technical Specifications.

703- Loading H T 'A' Type poles from the stacking place and un loading the poles at work site (transport by vehicle) ,as per KSEB Standards and Technical Specifications.

726- Transporting poles by hired vehicle to a distance upto 5km and carrying upto 4 poles excluding loading & unloading ,as per KSEB Standards and Technical Specifications.

952- Providing concrete muffing (0.45x0.45x1.5m) inclusive of cost of all material (as per specification),as per KSEB Standards and Technical Specifications.

M/s PALATHRA CONSTRUCTIONS