Public Health And Municipal Engineering Department Tender

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;BLD-CSTN-3-13-(30)-C ; RCC M- 25 desing mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site , exluding Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work,Side walls

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;BLD-CSTN-3-13-(30)-C ; RCC M- 25 desing mix using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site , exluding Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work,

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;BLD-CSTN-2-5 : Providing Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture placed in foundation and compacted by vibration 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.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 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)

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;RBR-FNDN-1: B i: Earthwork excavation in ordinary soil by mechanical means up to 3 mts depth for structures as per drawing and technical specifications Clause 305.1 including disposal upto a lead of 50 m, dressing of sides and bottom as per Technical Specification 305 MORD / 304 MORTH.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;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.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;Saw cut joints for freshly laid concrete pavement including all material and labour charges as directed by the Engineer in Charge

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;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.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;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).

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;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.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;RBR-CCPV-4 : Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing etc. complete as per Technical Specification 601 MORTH.

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;BLD-CSTN- 2-8 modified in 2021-22 : Filling with HBG stone chips of 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)

Laying of CC roads in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;Construction of Granular sub-base by providing HBG material confirming to Grading - VI of MoRT&H Table 400-1 including cost, (excluding seigniorage charges) 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 in various localities in ward no 3 to 23 in manuguru Municipality under TUFIDC As;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.