Directorate Of Municipal Administration Tender

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

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

KSRRB 500-7. Providing and applying tack coat using 80/100 grade bitumen(VG10) on the prepared black topped surfaces at 2.5 kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of road surface) including cost of all materials, labour, HOM of machineries complete as per specifications. MORTH/Chapter 5

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

KSRRB M500-18. Providing and laying semi dense bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site, laying with a paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 508 complete in all respects complete as per specifications. - using40/60 TPH capacity H.M.P. with Mechanical Paver Gr-II (25 mm to 30 mm) with 5 % VG-30 Bitumen

Providing and fixing RCC name board of size 1.35xk0.60x0.04 mtrs fixed in reinforced cement concrete poles of size 0.1OxO.1Ox2.60mtrs in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 1Omm dia main steel bars and 8mm dia stirups. The board shall be provided with 12mm thick cement plaster in cement mortar 1 :3 on both the sides. The poles shall be embedded in the ground for a depth of0.5 mtrs with cement concrete M 10 proportion. The board shall be fixed as per the drawing and atthe place indicated by the Engineer incharge of the work. The cost includes excavation, bare cost of all materials, cost of steel, centering, transportation charges, fixing charges, labour, HOM etc., The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work.

Earth work excavation for pipe line trenches (except building works) including depositing on bank with all lead including shoring, strutting, barricading, danger lighting and using sight rails and boning rods at every 100 mtrs wherever necessary as directed in the following strata. In all soils mixed with boulders upto 30 cms.size and exclusive of disintgrated rock. BSR 2018-19, part II 1(i)(a)

Providing course gravel bedding for pipe line trenches including watering and conslidation by punners with all lead and lift etc.,complete (In Black Cotton and rock reaches). BSR 2018-19, P.10, I.No.6 (1)

KSRB 12-1.3 : Providing and laying in position to required level or slope 200mm internal diameter salt glazed stoneware pipes grade A and jointing with stiff mixture of cement mortar in proportion of 1:1, testing of pipes and joints,including cost of materials, labour charges complete as per specifications. Specification No. KBS 12.2.5 / 12.7 200mm. PWD SR 2018-19, It.No. 11.3, P.No.72

Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15 Mtr alround the chamber and brick masonry in C.M.1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12 mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover conforming to 12592 (Part-I) :1988 and IS-12592 (Part-II) : 1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H.frame and cover, cost of tar, shoring strutting, dewatering, engraving Manhole No. on the inner conical surface etc., as per the drawing with all lead and lift for various diameters and depths noted below. BSR 2018-19, part v 10(1) (2) p.no 114, 1.10 mtr depth

Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15 Mtr alround the chamber and brick masonry in C.M.1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12 mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover conforming to 12592 (Part-I) :1988 and IS-12592 (Part-II) : 1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H.frame and cover, cost of tar, shoring strutting, dewatering, engraving Manhole No. on the inner conical surface etc., as per the drawing with all lead and lift for various diameters and depths noted below. BSR 2018-19, part v 10(1) (2) p.no 114, 1.20 mtr depth

Providing and constructing of Manhole chambers conical in shape at top with CC 1:3:6 foundation using 40 mm and down size graded metal of approved quality and with an offset of 0.15 Mtr alround the chamber and brick masonry in C.M.1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12 mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including supplying and fixing SFRC manhole frame and cover conforming to 12592 (Part-I) :1988 and IS-12592 (Part-II) : 1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30 cms apart as directed, watering, curing, barricading, danger lighting, pouring tar over M.H.frame and cover, cost of tar, shoring strutting, dewatering, engraving Manhole No. on the inner conical surface etc., as per the drawing with all lead and lift for various diameters and depths noted below. BSR 2018-19, part v 10(1) (2) p.no 114, 1.50 mtr depth

Refilling the pipe line trenches and foundation with selected available earth from trench excavation and foundation including watering, consolidation in layers of 15 cms thickness including disposing off the surplus earth with a lead of 200 Mtrs