Public Health And Municipal Engineering Department Tender

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-FNDN-4 E:Providing R.C.C. grade M 20 (Design Mix) concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E), mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Drain Walls

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-FNDN-4 E:Providing R.C.C. grade M 20 (Design Mix) concrete using 20 mm Graded Metal (MORD & MORTH 12.8 E), mechanically mixed, placed and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Base slab of Drain

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.Below base slab of Drain

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;BLD-CSTN-2-8 (16): Collection, Supply and filling with HBG stone chips 2.36 mm & below from approved quarry to work site and stacking at work site to Dept. gauge for premeasurements including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH.Below PCC of Drain base slab

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;Earth work excavation of Hard rock (blasting prohibited)-Up to 3 m depth Using Hydraulic Breaker for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring, sheeting, planking, strutting, etc. complete for finished item of work excluding seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).% of the above Quantity.

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-FNDN-1- (I-B-i) - In ordinary soils up to 3.00 Mts depth below GL by Mechanical means: Earthwork excavation in all kinds of soil for trenches as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 304 MORTH and as directed by the departmental officer including protecting the existing utility services wherever it is possible during the execution and taking all precautionary measures in the restricted areas construction of Storm Water Drains including divertion of traffic and backfilling in trenches with excavated suitable material and disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by mechanical means.% of the above Quantity.

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;Carting of surplus excavated Earth /Rock within a lead of 5Km from the site including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.Carting of earth work excavation ( 50% of the excavated earth )

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;BLD-CSTN-2-8 (16) : Filling with gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)For 3.5m wide CC Road Side BermsFor 7.0m wide CC Road Side Berms

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;TBSC-T.I-15 : Saw cut joints for freshly laid concrete pavement including all material and labour chargesAcross the roadAlong the Road

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;Vaccum drying of freshly laid cement concrete floor using 100% air tight suction mat of suitable size and length, vaccum pump to maintain vaccum pressure 0.7-0.8 atmospheres as per the standard procedure floating with power floater, mechanical trawelling, finishing with sound edges and corners, including hire and operational charges of machinery, labour, fuel etc., complete for finished item of work as directed by Engineer-in-charge of the work. (As per Quotation)For 3.5m wide CC RoadFor 7.0m Wide CC RoadAdd for Splays

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-CCPV-5: Construction of 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 in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.For 3.5m wide CC RoadFor 7.0m Wide CC RoadAdd for Splays

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 40 mm nominal size hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.For 3.5m wide CC RoadFor 7.0m Wide CC RoadAdd for Splays

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-SBBS-1 Construction of granular sub-base by providing well graded material / Close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller 80-100 kN / Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD / MORTH. For Grading I Material (CBR Value minimum 30)For 3.5m wide CC RoadFor 7.0m Wide CC RoadAdd for Splays

Laying of CC Road in Ward No 26 36 47 and Construction of Culverts on NALA in ward no 34 46 47;RBR-EECD-5 : Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3 MORD / 301 MORTH.For 3.5m wide CC RoadFor 7.0m Wide CC RoadAdd for Splays