Public Health And Municipal Engineering Department Tender

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;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 sales and other taxes on all materials etc., complete for finished item of work in all floors.( APSS No.126) - for RCC Slabs

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-FNDN-4-C-ii ; Providing R.C.C grade M 20 (Design Mix) concrete for plain/reinforced concrete in open foundations using 20 mm & 10mm nominal size/ Graded hard stone aggregate, mechanically mixed Using Concrete Mixer, 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. R.C.C grade M 20 (Design Mix) using 20 mm Graded Metal (MORTH) for Culvert slabs - RCC Slab over CC drain

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-FNDN-4 II(iii): Providing P.C.C grade M 15 concrete in open foundations using 20 mm nominal size Graded 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 (Side Walls) - Walls ( 0.30m at bottom and 0.20m at top) Avg.0.25m - Add for raising of walls to extra height as per Ground levels @ 5%

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-FNDN-4.B.i : Plain Cement concrete with M15 grade Design Mix using 20mm graded metal in foundations using concrete mixer 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 making slopes in vent portion 0.075m at wall side and 0.025m at center) Avg.0.05m depth

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;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.. (Base Slab & Heal portion)

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;BLD-CSTN-2-8 (16) : Filling with Stone Dust (below 2.36mm stone chips) 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) as directed by the Engineer-in-Charge.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;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 for trenches including 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 for construction of Drains including 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.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;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 including 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 Drains including 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.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;CC DRAINS

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;Carting of surplus excavated rock/ earth/ dismanteled CC road material from the site to a distance suitable including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-EECD-15 : Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303 MORD / 305 MORTH, by using machinery. on both sides of new CC road

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;TBSC-T.I-15 : Groove Cutting of 2-4 mm for 1/3rd depth of concrete slab using concrete groove cutting machine with diamond studded saw within 24 hours of casting of CC pavement

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;Vaccum dewatering 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 atmosphere as per the standard procedure,floating with power floater,vibrating using Screed vibrator, mechanical trowelling, finishing with sound edges and corners,including hire and operational charges of machinery, labour,fuel etc,complete for finished item as directed by the Engineer-in-Charge.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-CCPV-6-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 350 kg per cum 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 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, 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 and water finishing to lines and grade as per drawing and Technical Specification Clause 602 MORD.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;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..

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-SBBS-1 Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost,and conveyance of all materials to work site and spreading in uniform layers with motor grader or by approved means, on prepared surface mixing by mix in place method with Rotavator / approved means at OMC and compacting with vibratory roller to achieve the desired density etc., complete for finished item of work as per MoRT&H Specification 401 (5th revision) and as directed by the Engineer-in-charge.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;RBR-EECD-8(c) : Earthwork excavation for road way in soil by Manual 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

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;Earthwork excavation for road way in soil by mechanical means by using Hydraulic excavator 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.

Laying of CC Roads, Construction of Side Drains and Culverts at various locations in Ward 23 to 35;CC ROADS