Municipal Administration And Water Supply Department Tender

800mm Non Pressure pipe (NP4 Class)

800mm Rubber Gasket As Per IS 5382/1985 (Reaffirmed 1998)

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers

Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B 0-3 m Depth Pipeline

Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil.SS20B 3-6 m Depth Pipeline

Removing the exisiting damaged 800mm dia R.C.C. pipes from the pipe line and removal of slushy soil and baling out water and replacing the pipe line with sound pipe excluding cost of earthwork, jointing materials and pipe including labour charges and other incidential charges etc., complete and as directed by the departmental Officers

Supplying and erecting steel centering for sides and soffits including supports and strutting upto 3.29m height for plane surface such as RCC slabs, Rectangular, TCC or ELL beams, lintel, bed block, staircase waist slab, landing slab etc, complete as per std specification.

Lowering of 800mm dia RCC pipes and specials into the trenches and laying to proper grade and alignment (Depth 2 to 3.5m)T

Jointing 800mm dia RCC pipes with cement using necessary collars including the cost of jointing materials etc, complete (Depth 2 to 3m

Hire and Running Chargers of crane 20 tone Capacity H-0104

Brick work in cement mortar 1:5mix (one cement & five sand) using country bricks of size 83/4"x4 1/4"x2 3/4" inculding all cost and conveyance of all materials to the site and all labour charges etc, complying with standard specfication.

Plastering with cement mortar 1:3 (one cement and three sand)mix 20mm thick inculding all cost and conveyance of all labour and material charges etc,

Providing, laying, spreading and compacting Wetmix Macadam with clean, crushed, graded aggregates and granular material and finished in accordance with the requirements of the specifications and thickness as per approved plans or as directed by the Engineer as per standard specification MORTH IV 406

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20 kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materilas to CMP site , heating the bitumen and agregates to the required temperature and mixing them in required temparature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to work site , spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sectons and compacted ty Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler tipper trucks , Paver finisher , Vibratory / pneumatic rollers and all other tools and plant required , including fuel and all other tools and plant required , including fuel and other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00 - 9.50mm graded metal, 0.17cum of 9.50 -2.36mm graded metal and 0.26cum of 2.36 and below metal by adding the shredded plastic 10% of bitumen quality 5.03Kg (50.30 x10%=5.03Kg) shredded plastic waste over the aggregate heated to 170 degree celcious in the central hot mix plant mixed well with 45.27kgs of hot bitumen VG30 bitumen (160 degree celious) 60/70 grade for premixing per 10sqm to lay 30mm compacted thick of bituminious concrete including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Removing and cleaning away for excavated soil to dump yard and dumpyard to site in average lead of 1km using Tipper Lorry for hire charges including refilling soil, unloading charges, fuel charges, driver batta and other incidential charges etc., complete

Supply, delivery and fixing of 800mm dia Extra Heavy Duty Fiber Reinforced Concrete Frame and Cover as Per IS 12592/ 2002, PART 1 & 2 to have clear opening of 600mm dia to suit 600mm dia FRC Cover etc, complete including cost and conveyance of all materials, loading and Unloading charges etc, complete as directed by Deptl Officers

Providing dummies the upstream and downstream manholes to arrest the flow of sewage in to the dilapidated manhole and dismantling and removing the dummies with necessary safety measures at depth of 4m using air compressor, generator and engaged manpower including all hire charges and labour cost etc, complete as instructed by departmental officers

Value of work