Directorate Of Municipal Administration Tender

Code15 - Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Pg 9, Item No. 5.2 Vol I PWDSR 2023-24) vol - 2 ---- As per Engineer Incharge

Code1 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth PWD SR 2023-24 Vol:1 P.NO.36 I.No:1.12 ---- As per Engineer Incharge

Code2 - Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof 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 Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code6 - Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm (using VG-30 Grade Bitumen) .Removal of all failed material, trimming of completedexcavation to provide firm vertical faces, cleaning of surface,painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminousmaterial as per clause 510 using HMP 40/60 TPH Capacitycompacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 PWD SR 2023-24 Vol:3 P.NO.91.No:10.5 ---- As per Engineer Incharge

Code13 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code3 - Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means.Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 31/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code11 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work (Depth upto 3.00m)(Pg 8, Item No. 1.14.1 Vol I PWDSR 2023-24) ---- As per Engineer Incharge

Code21 - Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, 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). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting , shall be paid seperately) Sl. No.6.6 P.No. 51/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code18 - 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. (Pg 41, Item No. 8.19.1 Vo2 I PWDSR 2023-24) ---- As per Engineer Incharge

Code23 - Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with 100 mm diaAC pipe, extending through the full width of the structure withslope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Pg 99, Item No. 12.1 Vol 3 PWDSR 2021-22) ---- As per Engineer Incharge

Code4 - Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code17 - 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 .(Page no 26, item no2.14.4 , Vol-2, UNI SR 2023-24) ---- As per Engineer Incharge

Code5 - Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 510, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 (using VG-30 Grade Bitumen) PWD SR 2023-24 Vol:3 P.NO.91.No:10.4 ---- As per Engineer Incharge

Code16 - Providing Coursed rubble masonry (second sort) with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (Pg 9, Item No. 5.3 PWDSR 2023-24) vol - 2 ---- As per Engineer Incharge

Code22 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than 1.50 m add 5% per cum for every 1.50 m height or part there of Deduct 5% per cum if rollers are not used and tamping is done manually Add 8% per cum for works under foul & sullage situation PWD SR 2023-24 Vol:1 P.NO.6.No:1.8 vol-1. ---- As per Engineer Incharge

Code19 - 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) Sl. No.6.8.2 P.No. 51/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code8 - Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-30 @ 3.3% 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 P.NO32,SL.NO.5.6C, 504(i) C CSR 2023-24 vol-3 ---- As per Engineer Incharge

Code7 - Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Sl. No.5.3-502 P.No. 31/CSR 2023-24 VOL-3 ---- As per Engineer Incharge

Code10 - Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth Sl. No.1.5.1 P.No. 6/CSR 2023-2024 Vol-1 ---- As per Engineer Incharge

Code20 - 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 (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24) ---- As per Engineer Incharge