Construction of Dog shelter at SWM Site in Arabavi.

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Providing and fixing 9" V type CC Gutter including pointing in cm 1:2, curing etc complete.

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm [SR 2018-19 P.No:271 Sl.No:37.59.2]

KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200 TMT bars Fe 500 [SR 2018-19 P.No:200 Sl.No:25.27.2]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Description

KSRRB 300-50. Scarifying bituminous course 50mm to 75mm thick along with premix carpet I surface dressing by mechanical means attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM complete as per specifications. MORTH I Chapter 3 (P.No.146/19.56)

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 [P,No:145 Sl.No:19.60]

KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of 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 complete as per specifications. MORTH Specification No. 406 (P.No.155/20.18)

KSRRB M500-6. Providing and applying primer coat with S.S. bitumen emulsion on prepared surface of granular base such as WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg / sqm using mechanical means complete as per specifications. MORTH Specification No. 502 (P.No.158/21.6)

KSRRB M500-10. Providing and applying tack coat using 80/100 grade bitumen(VG10) in boiler fitted with spray set distributor at the rate of 0.20 kg per sqm on the existing prepared bituminous surface cleaned with mchancial broom. complete as per specifications. - using bitumen 80/100 on primed surfaces (P.No.159/21.10)

KSRRB 500-11. Providing and laying bituminous macadam on prepared surface with crushed coarse aggregates as per design mix formula for base / binding course including loading of aggregates with F.E. loader, hot mixing of stone aggregates and bitumen in hot mix plant, transporting the mixd material in tipper to paver and laying mixed materials with paver finisher to the required level and grade, rolling by power roller to achieve the desired density, but excluding cost of primer / tack coat including lead, lift and cost of all materials, labour, HOM of machineries complete as per specifications. MORTH /Chapter 5 - using 40/60 TPH capacity H.M.P. with Mechanical paver Gr-II (50 mm to 75 mm) with 3.3 % VG-30 Bitumen (Pno. 162/ I.No 21.11.6)

KSRRB 500-32. Providing and laying 20 mm thick mix seal surfacing Type-B on prepared surface as wearing course with specified graded crushed aggregates of 5.6mm and 13.2mm size 0.027 cum/sqm premixed with bituminous binder at 1.90kg/sqm, in hotmix plant 40/60 TPH, transporting the mixed materials in tipper and laying with mechanical paver finisher to required level and grade, rolling with power roller 8-10 tonne, excluding cost of tack coat including cost of all materials, labour, HOM complete as per specifications using VG-30 (To be used where the annual rainfall is less than 150 ems) Clause 508 of MORTH V revision IRC-SP-53-2010 (P.No:154 Sl.No:21.38)

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

DMA/2018-19/OW/WORK_INDENT77786

2) Action Plan No:17 Construction of RCC drain along Padagatti road P.No:19 of R.S.No:289/5 Shirol house to Laxmi Padagatti temple at W.No.15 Gokak CMC

Action Plan No:17 Construction of RCC drain along Padagatti road P.No:19 of R.S.No:289/5 Shirol house to Laxmi Padagatti temple at W.No.15 Gokak CMC

Description

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm [SR 2018-19 P.No:271 Sl.No:37.59.2]

KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200 TMT bars Fe 500 [SR 2018-19 P.No:200 Sl.No:25.27.2]

KSRB 14.10-3: Providing flooring with 25mm to 40mm thick polished Cadapa slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS [ SR 2018-19 P.No:105 Sl.No.14.17]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

DMA/2018-19/OW/WORK_INDENT77786

2)Action Plan No:11 Construction of Paver block road from Durgadevi temple to Jogannavar house and near Karemma devi temple and Koravanji (Gollar) Galli at W.No:25 Gokak CMC

Description

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with- with OPC at 320 kg/cum and GGBS 40 kg/cum conforming to IS:12089, coarse aggregate 0.69cum, fine aggregate 0.46cum. [SR 2018-19 P.No:175 Sl.No:22.6.2]

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 (SR 2018-19 P.No.147 Sl.No.19.60)

KSRB 2.6 : Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. specification. No. KBS 2.10.2 (SR 2018-19 P.No.7 Sl.No.2.13)

KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS (SR 2018-19 P.No.103 Sl.No.14.7)

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

DMA/2018-19/OW/WORK_INDENT77786

2)Action Plan No:31 Construction of Box type RCC drain from Pundalik Kalal house to Main road, V shape darin both road side from Laxmi Sattigeri house to Hanumath temple and Construction of Nala from Basavaraj Mulagund Bennadi house at W.No.26 Gokak CMC

Description

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

Dismantling size stone masonry in clay mortar and stacking the size stone within a radius of 50m and removing the debris to a distance upto 200m. including cost of materials, labour, HOM complete as per specifications. [SR 2018-19 P.No:270 Sl.No:37.48]

KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS [SR 2018-19 P.No:7 Sl.No:2.15]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Providing and fixing 9" V type CC Gutter including pointing in cm 1:2, curing etc complete.

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm [SR 2018-19 P.No:271 Sl.No:37.59.2]

KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200 TMT bars Fe 500 [SR 2018-19 P.No:200 Sl.No:25.27.2]

KSRB 14.10-3: Providing flooring with 25mm to 40mm thick polished Cadapa slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS [ SR 2018-19 P.No:105 Sl.No.14.17]

Asst. Executive Engineer, C.M.C Gokak

DMA/2018-19/OW/WORK_INDENT77786

1)Action Plan No:12 Construction of CC road from Puspak redymade store to Ravivar path main road, Sulebanvi house to Bharama Devar temple and Raju Andagi houseto Masajid and Internal roads at W.No:26 Gokak CMC

Description

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with- with OPC at 320 kg/cum and GGBS 40 kg/cum conforming to IS:12089, coarse aggregate 0.69cum, fine aggregate 0.46cum. [SR 2018-19 P.No:175 Sl.No:22.6.2]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

DMA/2018-19/OW/WORK_INDENT77786

1)Action Plan No:12 Construction of CC road from Puspak redymade store to Ravivar path main road, Sulebanvi house to Bharama Devar temple and Raju Andagi houseto Masajid and Internal roads at W.No:26 Gokak CMC

Description

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Constructing un-reinforced, plain cement concrete for pavements using Grade concrete M30 over a prepared base with OPC coarse aggregate at 0.69 cum, fine aggregates at 0.46 cum,Coarse and fine aggregate conforming to IS:383-2016, with Superplastizer at 3 Its conforming to IS 9103-2008. mixed in a concrete mixer of not less than 0.6 cum capacity and appropriate weigh batcher as per approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing). & Spreading the concrete with shovels, rackers compacted using needle, screed and plate vibrator and finished with floaters in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,including groove cutting charges, joint filler, separation membrane of impermiable plastic sheet of 125 micron, sealant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries,all lead & lift charges etc., complete as per specifications. with- with OPC at 320 kg/cum and GGBS 40 kg/cum conforming to IS:12089, coarse aggregate 0.69cum, fine aggregate 0.46cum. [SR 2018-19 P.No:175 Sl.No:22.6.2]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Description

KSRRB 300-50. Scarifying bituminous course 50mm to 75mm thick along with premix carpet I surface dressing by mechanical means attached with scarifier without disturbing the base and stacking the debris including cost of all labour charges, HOM complete as per specifications. MORTH I Chapter 3 (P.No.146/19.56)

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 [P.No:142 Sl.No:19.1]

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 [P.No:147 Sl.No:19.60]

KSRRB M400- Wet Mix Macadam KSRRB M400-17. Providing, laying, spreading and compacting crushed stone aggregates of granite / trap / basalt to wet mix macadam specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed method of 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 complete as per specifications. MORTH Specification No. 406 (P.No.155/20.18)

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

KSRB 4.2.2 : Providing and laying in position reinforced cement concrete of Design mix M20 with OPC cement @ 320kgs, with 20mm and down size graded granite metal coarse aggregates @0.69cum and fine aggregtes @ 0.460 cum, with super plasticisers @ 3 liters confirming to IS 9103-1999 reafirmed-2008, machine mixed, concrete laid in layers not exceeding 15 cms thick, vibrated for all works in foundation for footings, pedastals, retaining walls, return walls, walls (any thickness) including attached pilasters, columnspillars, posts, struts, buttresses, bed blocks, anchor blocks & plinths etc., including cost of all materials, labour, HOM of machinery, curing, complete but excluding cost of reinforcement as per specifications. Specification No. KBS 4.1, 4.6 [P.No:13 Sl.No:4.11]

KSRB 2.6 : Providing and filling sand in foundation upto plinth to required depth for sub soil treatment including watering ramming with all lead and lift complete as per specifications. specification. No. KBS 2.10.2 [Sl.No:2.13]

KSRB 14.6-2 :Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per sqm over 50mm thick sand bed (average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and HOM of machineries complete as per specifications. Specification No. KBS (SR 2018-19 P.No.103 Sl.No.14.7)

KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200 TMT bars Fe 500 [SR 2018-19 P.No:200 Sl.No:25.27.2]

KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2[P.No.15 Sl.No.4.31]

Constructing brick masonry inspection chamber 450x450mm, and 450mm depth, ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 455x610mm internal dimensions, total weight of cover with frame to be not less than 38 kg ( weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete M 15 with 20mm and downsize granite metal, foundation concrete M 5 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. Specification No. KBS 450x450mm and 450mm depth ( clear inside dimension ) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover withframe (light duty) 450x450mm [P.No.74/ Sl.No 11.50.2]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

DMA/2018-19/OW/WORK_INDENT77786

Action Plan No:27 Construction of RCC drain from Pakirappa L Talawar house to Nagesh Y Kallimani house to Bhorannavar house, Gous Benni house to Parida Madarasa house to Prakasha Kambar house, Satish hosamani house to Yesu Rayappa house, Abbu Desai house to Dr. Siddu Gudli house, Athani house to Adaki house, Attar house to Rajannavar house to Mulla house backside of Duragadevi temple, Hadiginal sir house to front of Masjid, Duragannavar house to Pattar house, Duragannavar house to Goudar house, Dr.Kalyanashatti house to Nala 2 side and Valikar house to Pirjade house and Construction of Nala and bridge from Rotry club to Kamalavva house at W.No.18 Gokak CMC

Description

KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 / 2.3.5 [SR 2018-19 P.No:143 Sl.No:19.1]

KSRB 2.8 : Providing and Filling in foundation with granite / trap broken metal 100mm. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift. complete as per specifications. specification. No. KBS [SR 2018-19 P.No:7 Sl.No:2.15]

KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 [P,No:145 Sl.No:19.60]

KSRB 4-1.3 : Providing and laying in position plain cement concrete of mix 1:4:8 with OPC cement @ 180kgs, with 40mm and down size graded granite metal coarse aggregates @0.85cum and fine aggregates @ 0.57cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation, including cost of all materials, labour, HOM of machinery, curing complete as per specifications. Specification No. KBS 4.1, 4.2 [SR 2018-19 P.No:12 Sl.No:4.3]

Providing and fixing 9" V type CC Gutter including pointing in cm 1:2, curing etc complete.

Providing and laying plain/reinforced cement concrete for side drains using M20 nominal mix concrete with OPC at 300 kgs. with 20mm and down size granite metal coarse aggregates at 0.69 cum and fine aggregates at 0.43 cum machine mixed, well compacted for walls and bottom including centering, shuttering, cost of materials, HOM of machinery, curing etc., complete excluding cost of steel as per MORTH specification No. 1500, 1700, 2200. including cost of materials, labour, HOM complete as per specifications. Wall & bottom thickness 15cm [SR 2018-19 P.No:271 Sl.No:37.59.2]

KSRRB M1100-13. Providing and Placing un-coated TMT steel reinforcement for RCC work including straightening, cutting, bending, hooking, placing in position of lapping and I or welding wherever required, tying with binding wire and anchoring to the adjoining members wherever necessary complete as per design (Flats, hooks & wastage shall not be measured and paid) including cast of materials, labours, HOM complete as per specifications. MORTH Specification No.1600 & 2200 TMT bars Fe 500 [SR 2018-19 P.No:200 Sl.No:25.27.2]

KSRB 14.10-3: Providing flooring with 25mm to 40mm thick polished Cadapa slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. Specification No. KBS [ SR 2018-19 P.No:105 Sl.No.14.17]

Asst. Executive Engineer, C.M.C Gokak

Description

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2021-22 Vol-3 P.No:138 Sl.No:20.29]

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2021-22 Vol-3 P.No:15 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 [SR 2021-22 Vol-3 P.No:19 Sl.No:4.1(i)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. [SR 2021-22 Vol-3 P.No:29 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2021-22 Vol-3 P.No:29 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2021-22 Vol-3 P.No:31 Sl.No:5.8 C (ii)]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2021-22 Vol-3 P.No:145 Sl.No:21-A, 1]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

Providing and fixing 9" V type CC Gutter including pointing in cm 1:2, curing etc complete.

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:17 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2021-22 Vol-2 P.No:65 Sl.No:9.36]

Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. [SR 2021-22 Vol-2 P.No:190 Sl.No:21.10]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Asst. Executive Engineer, C.M.C Gokak

Description

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2021-22 Vol-3 P.No:19 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. [SR 2021-22 Vol-3 P.No:29 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2021-22 Vol-3 P.No:29 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2021-22 Vol-3 P.No:30 Sl.No:5.8 (iii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2021-22 Vol-3 P.No:145 Sl.No:21-A, 1]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

Providing and fixing 9" V type CC Gutter including pointing in cm 1:2, curing etc complete.

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:17 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2021-22 Vol-2 P.No:65 Sl.No:9.36]

Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. [SR 2021-22 Vol-2 P.No:190 Sl.No:21.10]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2021-22 Vol-3 P.No:138 Sl.No:20.29]

Asst. Executive Engineer, C.M.C Gokak

Description of items.

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2021-22 Vol-3 P.No:138 Sl.No:20.29]

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2021-22 Vol-3 P.No:15 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2021-22 Vol-3 P.No:19 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. [SR 2021-22 Vol-3 P.No:29 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2021-22 Vol-3 P.No:29 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2021-22 Vol-3 P.No:30 Sl.No:5.8 (iii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2021-22 Vol-3 P.No:145 Sl.No:21-A, 1]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

Providing and fixing 9" V type Precast CC Gutter including pointing in cm 1:2, curing etc complete. (Qut Rate)

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:17 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2021-22 Vol-2 P.No:65 Sl.No:9.36]

Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. [SR 2021-22 Vol-2 P.No:44 Sl.No:8.19.1]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.2]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Columns & Piers 10%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.3]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Beams & Lintels of Building 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.4]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Roof (Straight & Arched) 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.5]

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.2.1.1]

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:16 Sl.No:2.3.1]

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:17 Sl.No:2.5.1]

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. [SR 2021-22 Vol-2 P.No:14 Sl.No:6.8]

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [SR 2021-22 Vol-1 P.No:7 Sl.No:1.9]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.4]

Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge [SR 2021-22 Vol-1 P.No:42 Sl.No:8.5.2]

Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. [SR 2021-22 Vol-1 P.No:65 Sl.No:9.37]

Finishing walls with textured exterior paint of required shade :New work(Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.29]

Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.21]

Municipal Commissioner, C.M.C Gokak

Executive Engineer, DUDC BELAGAVI

Action Plan No:3 Construction of Asphalt road from Uddavva Karibeerappagol house to Medar complex and construction of Protection wall near Shiragi Hall at W.No:29 and 30 Gokak CMC

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

50% of Qty

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7]

Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:48 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:149 Sl.No:16.28]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:6 Construction of road in Solid Waste Management site of Gokak CMC

DMA/2024-25/RD/WORK_INDENT22288

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification). [SR 2023-24 Vol-3 P.No:51 Sl.No:6.8.1]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Action Plan No:6 Construction of road in Solid Waste Management site of Gokak CMC

DMA/2024-25/RD/WORK_INDENT22288

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. [SR 2023-24 Vol-1 P.No:11 Sl.No:1.23]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification). [SR 2023-24 Vol-3 P.No:51 Sl.No:6.8.1]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:6 Construction of road in Solid Waste Management site of Gokak CMC

DMA/2024-25/RD/WORK_INDENT22288

Description

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes (Vol-3/P.No.67/8.15/803)

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (SR2023-24/Vol-3/P.No.74/8.43/MORTH806)

Providing & fixing Polymer rubberised factory made Black & Yellow coloured Speed retarders/Breakers with width 350mm & Height 50mm as per IRC 99:2018 with load carrying capacity upto 30t in local streets, parking arena and in areas with speed limit of 20 kmph as per direction of Engineer in-charge (P.No.78/I.No.8.53/RC99:2018)

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:1 Construction of CC Road and Drain near Maton Market at W.No:4 Providing of Asphalt Road from Hanuman temple to PWD main road at W.No.10, Construction of road from Shattennavar house to Kanagar house at W.No:16

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:10 Construction of vermicompost unit near dry waste collection centre premises at W.No:13 Gokak CMC limit

DMA/2023-24/BD/WORK_INDENT10320

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

Loosening, levelling 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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:6 Construction of road in Solid Waste Management site of Gokak CMC

DMA/2024-25/RD/WORK_INDENT22288

Description

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. In cement mortar [SR 2023-24 Vol-2 P.No:188 Sl.No:19.10.2]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification (Vol-1/P.No.18/I.No.2.11/h)

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. [SR 2023-24 Vol-2 P.No:13 Sl.No:6.2]

Unplasticised P.V.C.connection pipe with brass union 45 cm long 20 mm bore (uPVC Pipes 100 mm nominal dia.) (Vol-3/A-42/990)

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:17 Sl.No:2.4.2]

Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. [SR 2023-24 Vol-2 P.No:41 Sl.No:8.2.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cementmortar 1:6, 25mm thick over existing cement concrete bed or top of rooflaid to line and level and jointed with cement slurry mixed with pigmentto match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. (Vol-2/64/9.36)

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [SR 2023-24 Vol-2 P.No:46 Sl.No:8.32]

Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [SR 2023-24 Vol-2 P.No:82 Sl.No:11.16.1]

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 g/m2 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 m or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) 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. [SR 2023-24 Vol-2 P.No:26 Sl.No:7.38]

Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Enginer-in-charge. [SR 2023-24 Vol-2 P.No:47 Sl.No:8.36.1]

Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges. -do- with both side prelam (P.No.104, Sl.No. 12.55.1 SR Vol 2 building sr)

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), Jointing with grey cement slurry @ 3.3 kg/m2 including pointing the joints with white cement and matching pigment etc., complete.(P.No.60, Sl.No. 9.9 SR Vol 2 building sr)

Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440mm (P.No.131, Sl.No. 14.1.1 SR Vol 2 building sr)

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:11 Installation of 73 HP plus 480 watts with 3 phase electrical unit to 50 DPD capacity compost recycle unit in SWM site.

DMA/2022-23/EL/WORK_INDENT148973

Description

RCC Pole - 9 Mtrs Long, 145 kg WL

PSC Pole - 9 Mtrs Long, 200 kg WL

PSC Pole - 8 Mtrs Long, 200 kg Stud pole

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for RCC poles

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for PSC poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for RCC Poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for PSC Poles

1.1 kV Pin Insulators with GI Pins

No.8 Strain Insulators

Guy Set Complete

Rabbit ACSR Conductor

1.1KV LT AB Cable 3x95+1x70+1*35 Sqmm Sreet light (insulated messenger cum Neutral)

PVC Insulated Wire 25 Sqmm

Single phase Distribution Box for 10 connections

Piercing Connectors suitable for 95 Sqmm AB cable-service connection

Suspension Clamp assembly 16 to 70mm (Excluding Pole Clamp and Eye hook)

Universal hook and Bolts & Nuts

Pre insulated Lugs CPTAU for 95 Sqmm

Dead End clamp/ Anchor clamp Assembly 25 to 95Sqmm Bare Messenger (Exclusive of pole clamp and eye hook)

Pole clamp for HT/LT AB cables

Spiral Earth Electrode

Concreting materials for Guy sets (without cement)

Relesing & Refixing of LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers (for PSC poles)

Releasing & Refixing of 2-Pin cross arm with pole clamp , bolts, nuts and washers without braces

Releasing & Restringing Rabbit ACSR Conductor

Cess at 1% on Material and Labour

*Contingencies @ 2% on Total materials+labour charges

Total Cost of Works in Rs.

Employees cost @ 10% on total labour Charges

Superivision charges @ 10% on total Work cost

Service Tax @ 18% on Superivision charges SGST

Government electrical inspectorate charges as per actuals.

Total Rs

Supplying of LED --- W Street light luminaire with pressure die cast aluminum housing body for optimal heat sink for better thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material , delivering superior light output. Rated life burning Hrs 50000 Hr @ Lumen Maintenance of 70%.maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500 K, IP 66 optical & electrical compartment and impact resistance of complete luminare > 1K08. Power Factor > 0.9 with mains Surge Protection Min 5 KV along with Over Voltage / Overload. Short circuit / Miss Wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100 V to 270 V 50/60 Hz application. Compliance to IS 10322 / IEC 60598, LM 79 & LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixures with 150 Watt system power consumption. LED efficiency > 130 1m /w nominal CRI>75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Govt. certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark/name shall be Engraved/Embossing on the die cast housing/Body part. Warranty of 2years against any manufacturing defect working under standard electrical condition as mentioned above should be given by LED manufacturer and Cree/Nichia/Lumileds/Osram make LED Source. P No.-66 LED Street Light90W P No 67 SI No.12.8.4

Supplying and fixing --- mm dia class A GI Pipe bracket up to 2.7mtrs long tterminated with reducing collor of 40 x 25 mm to which extra pipe of 175mm length is fixed for MV/SV/MH/FTL Street Light fitting of all capacities on rail/RCC/Wall/Tubular Pole, using suitable clamps, Bolts. Nuts and wiring using suitable Capacity wires. Electrical SR 2019-20 P No 79, SI No 14.2.3

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2021-22 Vol-3 P.No:15 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2021-22 Vol-3 P.No:19 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. [SR 2021-22 Vol-3 P.No:29 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2021-22 Vol-3 P.No:29 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2021-22 Vol-3 P.No:30 Sl.No:5.8 (iii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2021-22 Vol-3 P.No:145 Sl.No:21-A, 1]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

Providing and fixing 9" V type Precast CC Gutter including pointing in cm 1:2, curing etc complete. (Qut Rate)

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:17 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2021-22 Vol-2 P.No:65 Sl.No:9.36]

Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. [SR 2021-22 Vol-2 P.No:190 Sl.No:21.10]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.2]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Columns & Piers 10%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.3]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Beams & Lintels of Building 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.4]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Roof (Straight & Arched) 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.5]

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.2.1.1]

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:16 Sl.No:2.3.1]

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:17 Sl.No:2.5.1]

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. [SR 2021-22 Vol-2 P.No:14 Sl.No:6.8]

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [SR 2021-22 Vol-1 P.No:7 Sl.No:1.9]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.4]

Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge [SR 2021-22 Vol-1 P.No:42 Sl.No:8.5.2]

Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. [SR 2021-22 Vol-1 P.No:65 Sl.No:9.37]

Finishing walls with textured exterior paint of required shade :New work(Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.29]

Net Qty

Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.21]

Municipal Commissioner, C.M.C Gokak

Executive Engineer, DUDC BELAGAVI

Action Plan No:11 Installation of 73 HP plus 480 watts with 3 phase electrical unit to 50 DPD capacity compost recycle unit in SWM site.

DMA/2022-23/EL/WORK_INDENT148973

Description

RCC Pole - 9 Mtrs Long, 145 kg WL

PSC Pole - 9 Mtrs Long, 200 kg WL

PSC Pole - 8 Mtrs Long, 200 kg Stud pole

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for RCC poles

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for PSC poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for RCC Poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for PSC Poles

1.1 kV Pin Insulators with GI Pins

No.8 Strain Insulators

Guy Set Complete

Rabbit ACSR Conductor

1.1KV LT AB Cable 3x95+1x70+1*35 Sqmm Sreet light (insulated messenger cum Neutral)

PVC Insulated Wire 25 Sqmm

Single phase Distribution Box for 10 connections

Piercing Connectors suitable for 95 Sqmm AB cable-service connection

Suspension Clamp assembly 16 to 70mm (Excluding Pole Clamp and Eye hook)

Universal hook and Bolts & Nuts

Pre insulated Lugs CPTAU for 95 Sqmm

Dead End clamp/ Anchor clamp Assembly 25 to 95Sqmm Bare Messenger (Exclusive of pole clamp and eye hook)

Pole clamp for HT/LT AB cables

Spiral Earth Electrode

Concreting materials for Guy sets (without cement)

Relesing & Refixing of LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers (for PSC poles)

Releasing & Refixing of 2-Pin cross arm with pole clamp , bolts, nuts and washers without braces

Releasing & Restringing Rabbit ACSR Conductor

Cess at 1% on Material and Labour

*Contingencies @ 2% on Total materials+labour charges

Total Cost of Works in Rs.

Employees cost @ 10% on total labour Charges

Superivision charges @ 10% on total Work cost

Service Tax @ 18% on Superivision charges SGST

Government electrical inspectorate charges as per actuals.

Total Rs

Supplying of LED --- W Street light luminaire with pressure die cast aluminum housing body for optimal heat sink for better thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material , delivering superior light output. Rated life burning Hrs 50000 Hr @ Lumen Maintenance of 70%.maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500 K, IP 66 optical & electrical compartment and impact resistance of complete luminare > 1K08. Power Factor > 0.9 with mains Surge Protection Min 5 KV along with Over Voltage / Overload. Short circuit / Miss Wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100 V to 270 V 50/60 Hz application. Compliance to IS 10322 / IEC 60598, LM 79 & LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixures with 150 Watt system power consumption. LED efficiency > 130 1m /w nominal CRI>75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Govt. certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark/name shall be Engraved/Embossing on the die cast housing/Body part. Warranty of 2years against any manufacturing defect working under standard electrical condition as mentioned above should be given by LED manufacturer and Cree/Nichia/Lumileds/Osram make LED Source. P No.-66 LED Street Light90W P No 67 SI No.12.8.4

Supplying and fixing --- mm dia class A GI Pipe bracket up to 2.7mtrs long tterminated with reducing collor of 40 x 25 mm to which extra pipe of 175mm length is fixed for MV/SV/MH/FTL Street Light fitting of all capacities on rail/RCC/Wall/Tubular Pole, using suitable clamps, Bolts. Nuts and wiring using suitable Capacity wires. Electrical SR 2019-20 P No 79, SI No 14.2.3

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2021-22 Vol-3 P.No:15 Sl.No:3.5]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

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. [SR 2021-22 Vol-3 P.No:15 Sl.No:3.7]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2021-22 Vol-3 P.No:19 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2021-22 Vol-3 P.No:24 Sl.No:4.27]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means. [SR 2021-22 Vol-3 P.No:29 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2021-22 Vol-3 P.No:29 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2021-22 Vol-3 P.No:30 Sl.No:5.8 (iii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2021-22 Vol-3 P.No:145 Sl.No:21-A, 1]

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 [SR 2021-22 Vol-3 P.No:15 Sl.No:3.6]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2021-22 Vol-3 P.No:15 Sl.No:3.1]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

Providing and fixing 9" V type Precast CC Gutter including pointing in cm 1:2, curing etc complete. (Qut Rate)

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2021-22 Vol-1 P.No:17 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2021-22 Vol-2 P.No:65 Sl.No:9.36]

Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. [SR 2021-22 Vol-2 P.No:190 Sl.No:21.10]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.2]

Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. [SR 2021-22 Vol-3 P.No:71 Sl.No:9.3]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Foundation, Sub structure 5%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.2]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Columns & Piers 10%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.3]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Beams & Lintels of Building 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.4]

As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate (Roof (Straight & Arched) 20%) [SR 2021-22 Vol-2 P.No:A-7 Sl.No:22.5]

Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.2.1.1]

Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:16 Sl.No:2.3.1]

Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:17 Sl.No:2.5.1]

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. [SR 2021-22 Vol-2 P.No:14 Sl.No:6.8]

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. [SR 2021-22 Vol-1 P.No:7 Sl.No:1.9]

Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates [SR 2021-22 Vol-1 P.No:15 Sl.No:2.1.4]

Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge [SR 2021-22 Vol-1 P.No:42 Sl.No:8.5.2]

Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications. [SR 2021-22 Vol-1 P.No:65 Sl.No:9.37]

Finishing walls with textured exterior paint of required shade :New work(Two coats applied @ 3.28 ltr/10 m²) over and including priming coat of exterior primer applied @ 2.20kg/10 m² to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.29]

Net Qty

Providing White washing with lime to give an even shade :New work (three coats) with lime of approved quality, including cost of materials, labour complete as per specifications and as per directions of Engineerin-charge. [SR 2021-22 Vol-2 P.No:45 Sl.No:8.21]

Municipal Commissioner, C.M.C Gokak

Executive Engineer, DUDC BELAGAVI

Action Plan No:10 Construction of vermicompost unit near dry waste collection centre premises at W.No:13 Gokak CMC limit

DMA/2023-24/BD/WORK_INDENT10320

Description

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.10]

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:9 Construction of road and drain at back side of Kamatekar house WNo16 Gokak CMC

DMA/2023-24/BD/WORK_INDENT10320

Description

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.10]

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:10 Construction of vermicompost unit near dry waste collection centre premises at W.No:13 Gokak CMC limit

DMA/2023-24/BD/WORK_INDENT10320

Description

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

Kg/cum

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates) [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Loosening, levelling 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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7]

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. [SR 2023-24 Vol-2 P.No:82 Sl.No:11.16.1]

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 g/m2 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 m or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) 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. [SR 2023-24 Vol-2 P.No:26 Sl.No:7.38]

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 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 using self drilling/ self tapping screws complete : Ridges plain (500 - 600mm) [SR 2023-24 Vol-2 P.No:26 Sl.No:7.39.1]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:11 Construction of CD over nala near Madan Mavarakar house at W.No:9 Gokak CMC

Description

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, By Mechanical Means Cement Concrete Grade M-15 & M-20 [SR 2023-24 Vol-3 P.No:10 Sl.No:2.8 (ii) a]

Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete. in slussy condition [SR 2023-24 Vol-4 P.No:104 Sl.No:8.24]

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. [SR 2023-24 Vol-1 P.No:11 Sl.No:1.23]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

For Drain

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

120kg/cum

50kg/cum

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [SR 2023-24 Vol-3 P.No:117 Sl.No:12.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Description

Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work [SR 2023-24 Vol-3 P.No:17 Sl.No:3.1]

Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. [SR 2023-24 Vol-1 P.No:11 Sl.No:1.23]

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:15 Sl.No:2.1.3]

Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates [SR 2023-24 Vol-1 P.No:16 Sl.No:2.4.2]

For Box type culvert

Providing flooring with 25mm thick polished Cuddapah slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab , including cost of materials, labour, curing, polishing complete as per specifications. [SR 2023-24 Vol-2 P.No:64 Sl.No:9.36]

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. (All other type of structures) [SR 2023-24 Vol-1 P.No:18 Sl.No:2.11.H]

100kg/cum

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications [SR 2023-24 Vol-3 P.No:117 Sl.No:12.1]

Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator [SR 2023-24 Vol-3 P.No:17 Sl.No:3.4[ii]]

Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour, rolling, water, all materials, usage& all other appurtenaces required to complete the work. [SR 2023-24 Vol-1 P.No:7 Sl.No:1.8]

Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material [SR 2023-24 Vol-3 P.No:23 Sl.No:4.1(v)]

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/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [SR 2023-24 Vol-3 P.No:26 Sl.No:4.17]

Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. [SR 2023-24 Vol-3 P.No:31 Sl.No:5.1 A (i)]

Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom [SR 2023-24 Vol-3 P.No:31 Sl.No:5.3 (i)]

Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction [SR 2023-24 Vol-3 P.No:32 Sl.No:5.8 (ii) A]

Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. [SR 2023-24 Vol-3 P.No:43 Sl.No:5.31]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Description

RCC Pole - 9 Mtrs Long, 145 kg WL

PSC Pole - 9 Mtrs Long, 200 kg WL

PSC Pole - 8 Mtrs Long, 200 kg Stud pole

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for RCC poles

LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers for PSC poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for RCC Poles

2-Pin cross arm with pole clamp , bolts, nuts and washers without braces for PSC Poles

1.1 kV Pin Insulators with GI Pins

No.8 Strain Insulators

Guy Set Complete

Rabbit ACSR Conductor

1.1KV LT AB Cable 3x95+1x70+1*35 Sqmm Sreet light (insulated messenger cum Neutral)

PVC Insulated Wire 25 Sqmm

Single phase Distribution Box for 10 connections

Piercing Connectors suitable for 95 Sqmm AB cable-service connection

Suspension Clamp assembly 16 to 70mm (Excluding Pole Clamp and Eye hook)

Universal hook and Bolts & Nuts

Pre insulated Lugs CPTAU for 95 Sqmm

Dead End clamp/ Anchor clamp Assembly 25 to 95Sqmm Bare Messenger (Exclusive of pole clamp and eye hook)

Pole clamp for HT/LT AB cables

Spiral Earth Electrode

Concreting materials for Guy sets (without cement)

Relesing & Refixing of LT 4 Pin cross arms, with pole clamps, bolts, nuts and washers (for PSC poles)

Releasing & Refixing of 2-Pin cross arm with pole clamp , bolts, nuts and washers without braces

Releasing & Restringing Rabbit ACSR Conductor

Cess at 1% on Material and Labour

*Contingencies @ 2% on Total materials+labour charges

Total Cost of Works in Rs.

Employees cost @ 10% on total labour Charges

Superivision charges @ 10% on total Work cost

Service Tax @ 18% on Superivision charges SGST

Government electrical inspectorate charges as per actuals.

Total Rs

Supplying of LED --- W Street light luminaire with pressure die cast aluminum housing body for optimal heat sink for better thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with injection moulded polycarbonate material , delivering superior light output. Rated life burning Hrs 50000 Hr @ Lumen Maintenance of 70%.maximum light intensity should be between 60 degrees to 70 degrees. CCT > 5500 K, IP 66 optical & electrical compartment and impact resistance of complete luminare > 1K08. Power Factor > 0.9 with mains Surge Protection Min 5 KV along with Over Voltage / Overload. Short circuit / Miss Wiring protection. Compatible for pole mounting with outer dia of 40mm to 50mm. Universal Voltage driver to operates wide voltage range from 100 V to 270 V 50/60 Hz application. Compliance to IS 10322 / IEC 60598, LM 79 & LM 80 adherence with RoHS. UL approved MCPCB. Top access street light with single screw to ensure ease of maintenance at the sight site location with minimized minimal tools. LED Light fixures with 150 Watt system power consumption. LED efficiency > 130 1m /w nominal CRI>75. Luminaire manufacturer should have in house facility accredited by NABL/CPRI & any Govt. certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark/name shall be Engraved/Embossing on the die cast housing/Body part. Warranty of 2years against any manufacturing defect working under standard electrical condition as mentioned above should be given by LED manufacturer and Cree/Nichia/Lumileds/Osram make LED Source. P No.-66 LED Street Light 60W P No 67 SI No.12.8.3

Supplying and fixing --- mm dia class A GI Pipe bracket up to 2.7mtrs long tterminated with reducing collor of 40 x 25 mm to which extra pipe of 175mm length is fixed for MV/SV/MH/FTL Street Light fitting of all capacities on rail/RCC/Wall/Tubular Pole, using suitable clamps, Bolts. Nuts and wiring using suitable Capacity wires. Electrical SR 2019-20 P No 79, SI No 14.2.3

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:14 Drilling of bore well and providing water supply facility at lingayat community, SC community burial ground and also near Tahashildar office.

Drilling of borewell for mini water supply near CMC garden at wno 18

Drilling of borewell for mini water supply near CMC garden at wno 18

Description

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, including removal and disposal of top organic soil not exceeding 150 mm in thickness. PWD SR 23-24 Vol 3. I No 2.4 P No 9 - By Manual Means

Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD SR 23-24 Vol 1. I No 1.11 P No 7

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 17.1 P No 175

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. PWD SR 23-24 Vol 1. I No 2.1.3 P No 15

Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. PWD SR 23-24 Vol 1. I No 2.3.1 P No 15 Add 3% of Concrete rate for Shuttering & Scaffolding As per Addendum 1

Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 23-24 Vol 2. I No 5.4 P No 9

Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin-ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.19.1 P No 44

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. PWD SR 23-24 Vol 1. I No 2.5.1 P No 16 - M20 Add 70% of Concrete rate for Shuttering & Scaffolding for Columns As per Addendum 1

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. PWD SR 23-24 Vol 1. I No 2.5.1 P No 16 - M20 Add 60% of Concrete rate for Shuttering & Scaffolding for Beam, Lintels etc. As per Addendum 1

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. PWD SR 23-24 Vol 1. I No 2.11 P No 18

Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental chargescomplete as per the direction of engineer incharge of work. PWD SR 23-24 Vol 2. I No 6.2 P No 13

Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.1.1 P No 41

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.32 P No 46

Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought,framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. PWD SR 23-24 Vol 2. I No 12.12 P No 99

Providing and fixing in position fully panelled Honne wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. ( excluding cost of fixtures ) PWD SR 23-24 Vol 2. I No 12.15 P No 100

Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg/m2, including pointing in white cement mixed with pigment of matching shade complete. PWD SR 23-24 Vol 2. I No 10.14 P No 70

Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 23-24 Vol 2. I No 11.16.1 P No 82

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 g/m2 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 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) 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 equired. PWD SR 23-24 Vol 2. I No 7.38 P No 26

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.33.3 P No 47

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer including cost of materials ,labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 23-24 Vol 2. I No 11.3 P No 77

Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material i/c malba, all complete as per the direction of Engineer-in charge. PWD SR 23-24 Vol 2. I No 20.44 P No 202 - Long pattern W.C Pan of size 580x440 mm

Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (PWD SR Vol-3 2023-24; P.No. 23; Serial NO.4.2)

Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification (PWD SR Vol-3 2023-24; P.No. 51; Serial NO.6.8.2)

Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.(The cost of PCC shall be paid extra) - 600 x 200 x 100 mm size (PWD SR Vol-3 2023-24; P.No. 74; Serial NO.8.42.2)

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm) PWD SR Vol-3 2023-24; P.No. 95; Serial NO.11.58

Providing Sal wood wrought and putup for purlins, common rafters and similar work including cost of materials, labour, usage charges complete as per specifications. PWD SR Vol-2 2023-24; P.No. 99; Serial NO.12.31

Providing & fixing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement: 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. PWD SR Vol-2 2023-24; P.No.23; Serial NO.7.16

Providing 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. PWD SR Vol-2 2023-24; P.No.41; Serial NO.8.2.1

Procurement of Ingredients: Procurement of farmyard manure/compost, sand and red-earth (ingredients) required for raising seedlings inclusive of transportation, breaking of clods, sieving and heaping each ingredient separately at nursery site (Ceiling rate) Holticulture CSR 22-23 I No 1.2C P No 1 Fine coarse Red-earth/soil

Procurement of quality lawn grass - Gibbling Holticulture CSR 22-23 I No 12.10 P No 49

Labour Charges for Lawn - mixing Inputs as per prescribed proportion and quantity and spreading, applying fertilizers, digging,levelling , and dibbling with lawn grass at a spacing of 5cmx5cm & as per the direction of the Officer in charge of the work. Gibbling Holticulture CSR 22-23 I No 12.10 H P No 49

Supplying of Ceiling Fan with Capacitor rating As per guideline of BEE 5star rating and IS:374/19 and also comply with IS:1709/1984 with latest amendment ,Rated voltage 220V/50Hz,Rated power upto 35W+/-10%,Rated currentAsper IS:374/19,Rated power factor 0.9lagging(min),Rated speed 350+/-10%RPM, Ratedairdelivery 210+/-10%Cubic Meter Minimum,Rated service value 6.2CMM/ W,Three Blades of blade leaf 1.05 mm thick Aluminium Alloy sheet, Class Bmotor insulation, Bearing Two ball bearings, Top 6202, Bottom6201,as per IS specification, Motorwinding. TempriseShall not exceed 75deg Cover and ambient of 400 C by resistance method at 245V,Insulation resistance Shall not be less thanTwo MegaOhms (2MOhms), Leakage current Should not exceed 210MicroAmp, Power input, W& current, Air Delivery & Fan Speed as per IS:374/2019with latest amendment, 2year manufacturerWarranty. (BLDC fans )- HESCOM CSR 22-23 V - 6 I No 6.4 H P No 30

Supplying wall mounting fan suitable tooperate at single-phase 230v AC. Supply HESCOM CSR 22-23 V - 6 I No 6.4 H P No 30

Providing & fixing 100% Polyester Curtains with specification of regular wash as per direction of Engineer in charge. PWD SR Vol-2 2023-24; P.No.219; Serial NO.22.24

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Description

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, including removal and disposal of top organic soil not exceeding 150 mm in thickness. PWD SR 23-24 Vol 3. I No 2.4 P No 9 - By Manual Means

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 23-24 Vol 1. I No 2.1.3 P No 15

Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 Vol 1. I No 2.3.1 P No 15

Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 23-24 Vol 2. I No 5.4 P No 9

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. PWD SR 23-24 Vol 1. I No 2.5.1 P No 16 - M20

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. PWD SR 23-24 Vol 1. I No 2.11a P No 18

Kg/cum

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.32 P No 46

Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 23-24 Vol 2. I No 11.16.1 P No 82

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 g/m2 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 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) 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 equired. PWD SR 23-24 Vol 2. I No 7.38 P No 26

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.33.3 P No 47

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm) PWD SR Vol-3 2023-24; P.No. 95; Serial NO.11.58

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Action Plan No:11 Construction of remaining compound wall ,toilet, waste collection shed, garden and purchase of furniture to laboratory and for office at SWM site

Description

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, including removal and disposal of top organic soil not exceeding 150 mm in thickness. PWD SR 23-24 Vol 3. I No 2.4 P No 9 - By Manual Means

Filling approved earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD SR 23-24 Vol 1. I No 1.11 P No 7

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 17.1 P No 175

Providing and laying in position Cement Concrete for levelling course for all works in foundation. The ranite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 23-24 Vol 1. I No 2.1.3 P No 15

Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR 23-24 Vol 1. I No 2.3.1 P No 15

Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) PWD SR 23-24 Vol 2. I No 5.4 P No 9

Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lin-ing, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.19.1 P No 44

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers laid in layers, well compacted using needle vibrators. Thecost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curingand all other appurtenances required to complete the work as per technicalspecifications. PWD SR 23-24 Vol 1. I No 2.5.1 P No 16 - M20

Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. PWD SR 23-24 Vol 1. I No 2.11a P No 18

Kg/cum

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 g/L and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 L/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 L/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.32 P No 46

Providing and fixing Steel work in built up 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. PWD SR 23-24 Vol 2. I No 11.16.1 P No 82

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 g/m2 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 m or as desired by Engineer in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) 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 equired. PWD SR 23-24 Vol 2. I No 7.38 P No 26

Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90L/10 m² over an under coat of primer applied @ 0.80 L/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD SR 23-24 Vol 2. I No 8.33.3 P No 47

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer in-charge. (Made of G.I. wire of dia 4 mm) PWD SR Vol-3 2023-24; P.No. 95; Serial NO.11.58

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. [PWD SR 23-24 Vol 2. I No 13.34A P No 123]

Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work class 5 65 mm nominal dia Pipes [PWD SR 23-24 Vol 2. I No 13.50.7 P No 125]

Providing and fixing Unplasticised Polyvinyl Chloride (uPVC) pipes, for cold water supply including all uPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step uPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work class 5 25 mm nominal dia Pipes [PWD SR 23-24 Vol 2. I No 13.50.3 P No 125]

Providing and fixing unplasticised PVC connection pipe with brass unions 20 mm nominal bore [SR 2023-24 Vol-2 P.No:118 Sl.No:13.8.1.2]

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 20 mm nominal bore [PWD SR Vol-2 2023-24; P.No. 51; Serial NO.6.8.2]

Supplying and flush mounting teak wooden box without front plank, made of not less than 12 mm thick wood, after due groove cutting, finishing with necessary cement plastering complete 1.4.7 Page No. 03

Supplying 6A flush type socket and 6 A flush type SP switch either surface /flush mounting in existing gang box or in 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required as per IS 1293 and IS 3854 3.1 page no. 08

Wiring for lighting/power circuit using one of FRLS PVC insulated 1100V grade, multistrand copper wire with low conductor resistance single core in open or concealed system of wiring with specified IS 694:2010 2.3 page no. 05

Supplying of.....feet- PVC Batten with integrated LED tube.... W with high quality diffuser with Life of 25000 burning hours &70% lumen maintenance with CRI>80. Power Input: 220-240V@50/60Hz & Power factor >0.9 along with CE approved. 2years Warranty against any manufacturing defect working under standard electrical condition. [PWD Val No.6 Sl.No.11.3.2 P.No.43]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________

Amount

Action Plan No:2 Construction of drain Near Satish Academy at W.No:11 and Near Vannur house at W.No:14 Gokak CMC

DMA/2023-24/OW/WORK_INDENT10312

Description

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead [SR 2023-24 Vol-3 P.No:17 Sl.No:3.5]

Loosening, levelling 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. [SR 2023-24 Vol-3 P.No:17 Sl.No:3.7]

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. [SR 2023-24 Vol-3 P.No:49 Sl.No:6.1]

Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [SR 2023-24 Vol-3 P.No:148 Sl.No:16.28]

Technicaly Scrutinised & Sanctioned For Rs._________________________ (In Words) ______________________ _______________________________ & assigned Registeration No. _____ _________ for the year ___________