Public Health And Municipal Engineering Department Tender

Construction of CC Drains and Laying of CC Roads;Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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 formwork (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, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

Construction of CC Drains and Laying of CC Roads;BLD-CSTN-3-7-Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:5:10) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work for foundation and under flooring bed.

Construction of CC Drains and Laying of CC Roads;BLD-CSTN-2-8 (16) : Filling with 2.36mm and below 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)

Construction of CC Drains and Laying of CC Roads;B) RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

Construction of CC Drains and Laying of CC Roads;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 on all materials etc., complete for finished item of work in all floors.( APSS No.126)

Construction of CC Drains and Laying of CC Roads;Providing RCC Nominal Mix Grade M20 using 20 mm Graded Metal concrete(Nominal Mix) 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.

Construction of CC Drains and Laying of CC Roads;RBR-FNDN-4 E:Providing P.C.C. grade M 15 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. for Side walls

Construction of CC Drains and Laying of CC Roads;RBR-FNDN-4 E:Providing P.C.C. grade M 15 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. for Haunch

Construction of CC Drains and Laying of CC Roads;RBR-FNDN-4 E:Providing P.C.C. grade M 15 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. for bed

Construction of CC Drains and Laying of CC Roads;BLD-CSTN-3-7-Using Concrete mixture all works up to Plinth Level: Plain Cement concrete nominal mix (1:5:10) prop (Cement : fine aggregate: coarse aggregate ) using 40mm size Hard Granite Machine Crushed Metal including cost and conveyance of all materials like cement, sand, coarse aggregate water etc., to site , labour charges , for mixing , laying, concrete , ramming in 15 cm layers, finishing top surface to the required level curing etc., complete for finished item of work for foundation and under flooring bed.

Construction of CC Drains and Laying of CC Roads;BLD-CSTN-2-8 (16) : Filling with 2.36mm and below 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)

Construction of CC Drains and Laying of CC Roads;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 soils 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 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 disposal of remaining earth upto a lead of 50 m, including all incidental and operational charges etc., complete by manual means.

Construction of CC Drains and Laying of CC Roads;RBR-EECD-8(c) : Earthwork excavation for road way in soil by mechanical means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator)

Construction of CC Drains and Laying of CC Roads;Cutting CC road surface including stacking of excavated materials for pipe line trench work. etc., complete.