Public Works Department Tender

Providing and applying tack coat with bitumen VG-10 grade using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer and cleaned with hydralic broom as per technical specification clause 503.(MORD)

Providing, laying and rolling of open - graded premix carpet of 20 mm Average thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP, laying with Paver finisher and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. as per technical specification clause 508.(MORD)

Providing and laying seal coat by mechanical means with VG-10 grade bitumen sealing the voids in a bituminious surface laid to the specified levels grades and cross fall using Type C as per technical specification Clause 510(MORD)

Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer In-charge upto a distance of 30m from the foundation trenches. (Small work) SI.No. 1 Ch 4

Providing and laying cement concrete in 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, Including cost of form work. in Foundation and floors. SI.No. 2 Ch 5

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work SI.No. 2 Ch 6

Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 coarse sand) Flush/Ruled/Struck or weathered pointing S.I. No.15 Ch 13

Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete, Including cost of form work. In Foundation and floors.SI. No.6 Ch 5

12mm Cement plaster with cement mortar in proportion of 1:3 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and smooth. SI. No.1 Ch 13

Providing ,Laying and Fixing of NP-3 Hume Pipe 350 mm dia as per direction of Engineer in Charge SI. No.10 Ch 20

Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1. with all lifts and leads, spreading, grading to required slope and compacting to meet requirment of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (Carted)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site. spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(Carted)

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired densityas per Technical Specification Clause 401(MORD)

Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53mmto water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification Clause 405 (MORD)

Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade) (1:1.5:3), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed 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, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl 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 compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Agra) SI. No.12 Ch 20

Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total Amount for PC Work Sl No. 1 to 13 = 6418220.5)

Maintainance Charge including @ All Items total work amount etc as per Direction of E/I for the period of Five Years from the actual completion of work. (Total Amount for CC Work Sl No. 14 to 18 = 1172120.00)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 1 to 13)

Maintainance of First Year (@ 0.00% of Total Work Amount of item 14 to 18)

Maintainance of Second Year (@ 0.75% of Total Work Amount of item 1 to 13)

Maintainance of Second Year (@ 0.25% of Total Work Amount of item 14 to 18)

Maintainance of Third Year (@ 1.50% of Total Work Amount of item 1 to 13)

Maintainance of Third Year (@ 0.50% of Total Work Amount of item 14 to 18)

Maintainance of Fourth Year (@ 2.25% of Total Work Amount of item 1 to 13)

Maintainance of Fourth Year (@ 0.75% of Total Work Amount of item 14 to 18)

Maintainance of Fourth Year (@ 3% of Total Work Amount of item 1 to 13)

Maintainance of Fifth Year (@ 1% of Total Work Amount of item 14 to 18)

Note - 1- Rates are inclusive of all taxes but excluding GST which shall be paid extra as applicable 2- Labour cess @ 1% will be deducted from contractor's bill at the time of payment 3- Maintenance will be calculated on value of actual work done.