Directorate Of Municipal Administration Tender

5.1 v3 - 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

5.3 v3 - 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

5.8c v3 - 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 ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

5.31 v3 - 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

8.15 v3 - 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

8 v3 - Aluminium studs 100 x 100 mm fitted with lense reflectors ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

8.52 v3 - Providing Water based glossy paint (Green certified product) to Kerb Stones as per IS 164:2015 technical specifications including cleaning & surface preparation ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

2.1.2 v1 - 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. 2.1.2 Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

2.11h v1 - 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. h. All other type of structures ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

2.4.2 v1 - 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 5% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

2.4.2 v1 - 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. 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. 35% formwork ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

6.1 v3 - 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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

16.27 v3 - 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 M20 (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. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

8.2b v3 - Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 b. PCC M20 grade for kerb Cast in Situ ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

6.8.1 v3 - 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-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK

17.14 v2 - Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. ---- WITH ALL LEAD AND LIFT AND AS PER THE DIRECTION OF ENGINEER IN-CHARGE OF WORK