Public Health And Municipal Engineering Department Tender

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-STCL-7 : Dismantling Stone Masonry as per Technical Specification Clause 202 : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202 MORD / MORTH - Rubble Stone Masonry in Cement Mortar.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;IRR-TAW-2-1: Dewatering by pumping out water collected by natural Culvertage including cost of all materials, machinery, labour, Culvertage, lighting, ventilation and all other ancillary operations etc., complete.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;BLD-CSTN-4-1-(34) : Providing High Yield Strength Deformed (HYSD)/ Thermo Mechanically Treated (TMT) / Mild steel (MS) steel bars (Fe 415/ Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including on all materials etc., complete for finished item of work in all floors.( APSS No.126

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-4 E:Providing R.C.C. grade M 25 (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.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-4 E:Providing R.C.C. grade M 25 (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.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-4 E:Providing R.C.C. grade M 25 (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.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-4 E:Providing R.C.C. grade M 25 (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.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-4 I(i) -Providing P.C.C grade M 10, Nominal mix concrete for in open foundations using 20 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.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;BLD-CSTN-2-8 (16): Collection ,Supply and filling of 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

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;PHE-SHST-25: Providing shoring and shrutting for excavation of trenches for laying pipe lines including cost and conveyance of all materials, labour charges and removal of shoring and shuttering at appropriate places as directed by the departmental officers with all incidental and ooperational charges etc, complete.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;PHE-BHLW-26: Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6?-0? (2 Meter) below G.L

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;RBR-FNDN-1- ( I-A-i ) In ordinary soils, up to 3.00 Mts depth below GL by Manual means: Earthwork excavation in all kinds of soil as per drawings and technical specifications including setting out,removal of stumps and other deleterious material , dressing of sides and bottom as per Technical Specification 305 MoRD / 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 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 manual means.

Infrastructure Developmental works in ULBs with TUFIDC assistance Construction of side drain from;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 as per drawings and technical specifications including setting out, 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 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.