Public Health And Municipal Engineering Department Tender
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Contact
Tender Id
345196Bid Award Id
ViewTender No
31/SE/Unit-III/MKT/Roads and Drains/2022-23 Dt.11.08.2022Tender Authority
Public Health And Municipal Engineering Department ViewPurchaser Address
-Website
http://http://www.appublichealth.gov.in/
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Documents
BOQ Items
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Makthal 500L;RBR-FNDN-4 :Providing PCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge for Wearing Coat (Benching Concrete)
8.22
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41455.43
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Makthal 500L;RBR-FNDN-4 :Providing PCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge (for Side walls)
664.28
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3685139.14
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Makthal 500L;RBR-FNDN-4 :Providing PCC M15 nominal mix using 20 mm size graded HBG crushed metal including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc.,to site seniorage charges on all materials, labour charges for mixing, laying concrete,raming in 15 cm layers finishing top surface to the required level curing etc., complete for finished item of work as directed by Engineer-in Charge (for Drain Bottom slab)
502.29
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2634501
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Makthal 500L;Amendment as per SOR 2021-22: 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.
334.86
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454284.47
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Makthal 500L;RBR-FNDN-1- (IV) - Hard rock (blasting prohibited) -up to 3.00Mts. below GL: Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH
121.84
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268348.94
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Makthal 500L;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 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.
121.84
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31442.1
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Makthal 500L;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, 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 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.
2193.05
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272091.71
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Makthal 500L;CONSTRUCTION OF CC DRAINS
1
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Makthal 500L;RBR-EECD-15: Construction of earthen shoulders with approved material obtained from roadway cutting with all leads and lifts including pre-watering of soil, spreading soil, breaking clods, sectioning, grading and consolidation with 8 to 10 Tonnes Vibratory Road Roller @ OMC to meet requirement of table 300-2 of MoRT&H, including all hire and operational charges of T&P etc., complete for finished item of work as per MoRT&H specification 305 (5th revision).
499.5
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112951.94
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Makthal 500L;Carting of surplus excavated soil within a lead of 5Km from the site to a distance suitable including loading charges, cost & conveyance, dumping, labour charges and other incidental and operational charges etc., complete.
4206
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298626
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Makthal 500L;TBSC-T.I 15:Saw cut joints for freshly laid concrete pavement including all material and labour charges (Grooves 2-3mm)
2934.62
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270073.45
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Makthal 500L;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)
12910
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968250
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Makthal 500L;Construction of M30 grade 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 appropriate 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 shovels, rakes, compacted using needle, scareed and plate vibrators and finished in continuous operation including provision of 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 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.
1936.5
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14827160.82
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Makthal 500L;Providing PCC Grade M10 concrete 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
1318.75
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6568693.75
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Makthal 500L;RBR- SBBS-11B Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH.
2804
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6677557.76
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Makthal 500L;RBR-FNDN-2: Collection, Supply and filling with HBG stone chips 2.36 mm and below from approved quarry to work site, in foundation as per drawing and technical specification, including cost and convenyance of all material and all labour charges etc. complete as per standard specifications. Clause 305.3.9 MORD & 304 MORTH.
687
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932011.68
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Makthal 500L;RBR-EECD-5 - Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with initial lift of 3 mts and lead upto 50 m as per Technical Specification Clause 302.3 MORD
420.6
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116291.69
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Makthal 500L;RBR-EECD-8(c): 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.
3785.4
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282088.01
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Makthal 500L;Laying of CC Roads
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