Ayodhya Development Authority Tender

RCC as item as above but 1:1.5:3 for slab As Per S.I. No..284.B

RCC as item as above but 1:1.5:3 for column/T Beam Etc As Per S.I. No..288 + Defrent of 1:1.5:3 & 1:2:4

MS or iron work in plain work such as RCC including its cutting binding and also including suplly all metarial labour T&P etc required for proper complection of work As Per S.I. No. No 504. Qty Item No.5+6+7

Earth work in filling or embankment in ordinary soil including lift up to 1.5 metrs and cartage from earth from five kilometer, earth wrok in embankment to be in 25 cm layers including ramming , drassing , watering for proper complection of work (SI 253 + AR)

Scraping old metal surface including disposal of refuse upto 15 meter as direction as E/I complete (DSR 16.9 @ .8667)

Provinding Laying compection granular subbase with upto 25 mm stone grit including supply all metarial labour T&P etc required for proper complection of work

M-15 Class Brick work 1:4 cement and coarse sand mortar in foundation and plinth supply all metarial labour T&P etc required for proper complection of work As Per S.I. No.305b

20mm thick cement palaster 1:2 cement and coarse sand including 3mm floting coat of neat cement supply all metarial labour T&P etc required for proper complection of work As Per S.I. No.597

Separapion membrane of impearmpable plastic sheeting M-25 micron thick D.S.R.-2033 Chapter 16 Item No.0323

Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in propriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required,laying at site, spreading and compacting mechanically by using needle and surface vibrators,levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel ections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting achine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars withsleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer D.S.R. 2023 Item No.16.43.2 (11098.45x0.735=8157.36)

P/A Bonding Coat of Appround hardnor adhesure @51 g/m As D.S.R. No. 26.31.1

P/A bituman mix joint filler for siling of expension joint in roads As Per D.S.R. No.16.46