AIC/AED/NIeT-176/26-27/Gr_12

Construction of unreinforced dowel jolted et expansion and construction Joint only, plain cement concrete pavement. Dickress es per design over a prepared sub base with minimom cement bement 430 kg per cum, coarse and fire aggregate conforming to 1 383, maximum size of enarse aggregate not exceeding 25 mm mived in a batching and miving plant/AMC and appropriate weigh hatcher using approved mox design taid in approved fived elde formwork (Steel channel, taying and fiving of 125 micron thick polythene fon wedges, steel plates including feveling the formwork as per drawing) spreading the concrete with shovelis, rathes compacted uning needle, screed and plate vibrators and finished in continuous operation including provision el contraction, expansion construction 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, using curing compound (where specified) and water finishing to Ines and grade es per drewing and Technical specification Clause 1501 for Rural Roads of MORD A) With batching & Mixing Plant/M-20 Grade Concrete

Brick work with 1st class bricks in coment mortar (6:1) (a) In foundation and plinth

Plaster (to wall, floor, celling etc.) with sand cement mortar Including Rounding off or chamfering comars as directed and racking out joints or roughening of concrete surface, Including threading nosing and drip Course where nesessary

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. 4 NOTE Cement 0.152 cum per100 sq.m.

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups/binders eta. Including supply of rods, Initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every Inter-section, complete as per drawing and direction. Tor/Mild Steel. Engineer-in-Charge. SAIL/TATA/RINLL

Providing & facing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm, thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 In. of which top 750 mm, is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stame chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, muts & bolts, washer etc. complete)

Sub Total

GST 18%

CESS 1%