Search/Sub head 16/16.40

16.40Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

Matches DSR 2023Vol 2, pages 1243 to 1244

Rate per sqm

88.55

DSR 2023

How this rate is built20 items, 4 additional charges

MaterialWire brush, Soft brush, Coal (steam), Coarse sand (zone III), Carriage of Steam coal, Carriage of Coarse sand, Carriage of Tar / Bitumen, Paving Asphalt VG 10 of approved quality

LabourBhisti, Chowkidar, Beldar, Coolie, Mate, Mistry

MachineryHire charges of Coaltar Boiler 900 to 1400 litres, Hire charges of Diesel Road Roller - 8 to 10 tonne, Hot Bitumen Mixer 0.5 cum i/c hand cart

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Water 1%GSTCPOH 15%Cess 1%

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Near this item in the book

Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.

16.42Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

16.43.1Cement concrete prepared with batch mixing machine · 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 appropriate 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 sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, 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 with sleeve/ 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.