Public Works Department Tender

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.

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 with lead upto 1000m as per technical specification clause 303.1

Construction of unreinforced, dowel jointed at expension and construction joint only, plain cement concrete pavement thickness as design, over a prepare subbase, 43 grade cement for any other type as per clause 1501.2.2 M30 (grade), coarse and fine aggregates confirming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less then 0.2cum capacity and appropriate weight batcher using approved mix desing, laid in approved fixed side from work (steel channel, laying and fixing of 125micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels rakes, compacted using needle, screed and plate vibrator and finished in continous opreation including provision of contraction and expansion, construction joint, applying debonding strips, primer, sealant, dowel bars, near approches to bridge,/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days curing compound (where specified) and water finishing to line and grade as per drawing and techenical specification clause 1501

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.5 m and lead upto 30 m including filling, watering and ramming of excavated to the trenches or in to the space between the building and the sides of foundation trenches or in to the plinth & removal and disposal of surplus earth as directed by Engineer-in-Charge upto a distance of 30 m from the foundation trenches (Sl No. 251) excluding royalty .

Cement concrete with 4 cm guage stone ballast,fine sand of 1.25 FM and cement in the proportion 1:4:8 in foundation and under floor, including supply of all material labour and T&P etc required for proper completion of the work(Sl No.-281)

M-150 class brick work in 1:3 cement and coarse sand of 1.25 FM mortor in foundation and plinth including supply of all material, labour T& P etc required for proper completion of the work (S.I. No. 307)

Supply and laying of compacted 40 mm guage brick ballast around and below hume pipe(As per N.S. Item No.6C)

Providing ,laying and fixing of 600 mm RCC NP3 class hume pipe in proper position in culvert.

Struck pointing with cement mortar consisting of one part cement and two part of fine sand of 1.25 FM on brick work face including supply of all materials, labour and T&P etc required for proper completion of the work.(Sl No. 574)

12 mm thick plaster with cement and approved Course sand in proportion of 1:3 over brick work minimum thickness not to be lass than 10 mm thick including supply of all materials, labours and T&P etc. required for proper completion of the work.(SI No.583)

Cement concrete with 2cm guage approved stone ballast approved coarse sand and cement in proportion 1 : 1½ : 3 including supply of all materials ,labour and T&P etc required for proper completion of the work.(Sl No.279 II)

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 with lead upto 1000m as per technical specification clause 303.1