Directorate Of Municipal Administration Tender

KSRB 2-4 : Refilling available earth around pipe lines, cables in layers not exceeding 20cms in depth, compacting each deposited layer by ramming after watering with lead upto 50m. and lift upto 1.5 m. including cost of all labour complete as per specifications. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

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 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRRB M300-19. Removal of unserviceable soil including excavation, loading and disposal but excluding replacement by suitable soil which shall be paid separately as per clause 300.5 complete as per specifications. MORTH Specification No. 301 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

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. ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Supplying S & S RCC spun pipe NP-3 class confirming to IS 458:1988 with latest amendments and conveying to worksite rolling and lowering into trenches laying true to line and level including loading and unloading both destination and jointing of pipe and specials (excluding cost of specials ) incliding perfect linking of joints with jack to correct position including cost of joining materials ie.rubber rings confirming to IS for S& S RCC pipe with all lead and lift and and as directed and giving nacessary hydrulic test to the required pressure as per ISS and testing and commissoning (contractor will make his own arrangments for procuring water for testing )(for ugd works the pipe shall bemanufactured using sulphate resistant cement only) 300 mm KUWS SR (P No 16 I NO 8(06)) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Constructing brick masonry circular type manhole 0.91m internal dia at Bottom 91m deep and 0.56m dia at top with table moulded non-modular bricks of 50 class designation 50 in cement mortar 1:4 inside cement plastered 12mm thick with cement mortar 1:3 finished with a floating coat of near cement, foundation concrete 1:3:6 mix using 40mm and downsize granite metal and making necessary channel 40mm and downsize granite metal and making necessary channel in cement concrete 1:2:4 mix, with 20mm and down size granite metal finished with a floating colt of neat cement with SFRC cover and frame heavy duty HD-20 grade designation) 560m internal diameter confirming IS:12592 total weight cover and frame to be not less than 182Kg fixed in cement concrete 1:2:4 20mm and down size broken granite metal providing and removing cantering shuttering including cost of materials labour charges, HOM of machineries complete as per specification (Excavation footrests and 12mm thick cement plaster on the external surface shall be paid separately (P No.70, I No. 11.37 for depth 1m ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.1 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.20 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.30 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.40 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.50 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.60 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.70 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

for depth 1.80 ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

KSRB15-3.2 : Providing 12mm thick cement plaster in single coat with cement mortar 1:4, 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. (P No.113, I No. 15.1) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.

Construction of un-reinforced plain cement concrete pavement using Grade concrete M30 over a prepared base with OPC course aggregate at 0.69 cum ,fine aggregtes at 0.46, with superplastisiser @3lts confirming to IS9103-2016 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)and 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, selant primer, joint sealant, admixtures as approved, curing compound, finishing to lines and grades,textured with texturing machineand curing including cost of all materials ,labour,hire charges of machineries all lead and lift charges etc as complete as per specifications. - M30 (at 360Kg per cum coarse aggregate @ 0.69cum and fine aggregate @ 0.46cum) (P No 176 I No 22.6.2) ---- The work shall be carried out as per the detailed specifications, drawings and directions of the Engineer in charge of the work. The rates are inclusive of all lead and lift, hire chargers of machinery, labour, incidental charges all etc complete.