Public Health And Municipal Engineering Department Tender

KTK Slip Road;RBR-FNDN-4 : Filling with HBG chips 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).RBR-FNDN-4 II (iii) : Providing P.C.C grade M 15 (MORD), Nominal mix concrete using 20 mm nominal size Graded hard stone aggregate, 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

KTK Slip Road;Lowering the RCC S/S pipes carefully into the ready made trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water lead upto 500 meters excluding cost of rubber rings as per BIS No. 783/1985. - 900mm dia RCC NP3 S/S Pipes

KTK Slip Road;Manufacture, supply and delivery of Rubber rings to suit RCC socket and spigot pipes conforming to B.I.S. 5382/1985 (rate per each rubber ring) including transportation - 900mm dia RCC NP3 S/S Pipes

KTK Slip Road;Manufacture, Suppy and delivery of R.C.C. Socket & spigot Pipes NP3 - Class Pipes confirming to BIS 458/2003, including the transportation cost etc.complete - 900mm dia RCC NP3 S/S Pipes900mm dia RCC NP3 S/S pipes

KTK Slip Road;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 MORTH specification No.301 and as directed by the Engineer-in-Charge.

KTK Slip Road;RCC 3-VENTS PIPE CULVERT

KTK Slip Road;Carting of surplus excavated earth /rock/ soil or any debris for a lead of 5kms from the site to suitable place including loading, unloading charges, cost & conveyance, dumping, labour charges, all leads & lifts and other incidental and operational charges etc., complete as directed by the Engineer in Charge.50% From Total Excavation

KTK Slip Road;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).

KTK Slip Road;TBSC-T.I 15: Saw cut joints for freshly laid concrete pavement including all material and labour charges ( Grooves 2-3mm)

KTK Slip Road;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 procedures floating with power floater, mechanically travelling,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

KTK Slip Road;RBR-CCPV-5-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 (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

KTK Slip Road;RBR-FNDN-4 I(i) : Providing P.C.C grade M 10 concrete using 40 mm nominal size hard stone aggregate, 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.

KTK Slip Road;RBR-SBBS-11 B: 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 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.

KTK Slip Road;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Borrowed earth (Excluding Rock) 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)Filling Quantity - Cutting Quantity

KTK Slip Road;Amendment 2021-22 BLD-CSTN-2-8 (16) : Filling with Borrowed earth (Excluding Rock) 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)By means of Manual @ 70 % of Cutting Quantity

KTK Slip Road;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 MORTH specification No.301 and as directed by the Engineer-in-Charge.By Means of Machinery @ 100 % of Cutting Quantity

KTK Slip Road;CC ROAD