Municipality Tender

CC Road and CC Drain;RBR-CCPV-5-Construction of M30 grade plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement @ 400 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.

CC Road and CC Drain;Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc.,using concrete mixer complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

CC Road and CC Drain;Collection, Supply and Filling with Stone dust of 2.36 mm & 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)

CC Road and CC Drain;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.

CC Road and CC Drain;Collection, Supply and Filling with gravel 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)

CC Road and CC Drain;VCC nominal mix (1:2:4) prop. ( cement : fine aggregate : coarse aggregate) using 20 mm size 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.(Bottom bed & Haunch Portion)

CC Road and CC Drain;VCC nominal mix (1:2:4) prop. ( cement : fine aggregate : coarse aggregate) using 20 mm size 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.(Drain walls)

CC Road and CC Drain;Plain Cement Concrete (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, all operational, incidental, and labor charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc.,using concrete mixer complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

CC Road and CC Drain;Collection, Supply and Filling with Stone dust of 2.36 mm & 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)

CC Road and CC Drain;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).Any Soil Upto 3 m depth

CC Road and CC Drain;Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).Any Soil Upto 3 m depth