New construction work of bypass from Nepadi to Anguri Bagh, Rohta Road

Providing laying and Spreadind Material on a prepared sub Grade adding cement @2% (OPC-43) by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to Achivethe Desired Unconfined Compressive Strength and to form a layer of Sub Base

Providing laying and Spreadind Material on a prepared sub base adding cement @4% (OPC-43) by weight to the spreade materials manually mixing in place with rotavatorand compecting with the road Roller @ OMC to achivethe Desired Unconfined Compressive Strength and to form a layer of base

Brick lining on both Side of the road of M-150Bricks 7cm wide 11cm deep laid with mud Mortar including labour & supply of Bricks finished to the Required template and in Proper aligenment andv also including Drassing and Rammming the Excavated earthby the Engineer -Incharge

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 surface treated with primer & cleaned with hydraulic broom as per Technical Specification Clause 503

Providing and laying and rolling of open graded premix carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm agregates using V.G.-10 grade bitumen bitumen to required line grade and level to serve as wearing course on previously prepared base by manual MORD specifications 508 (excluding cost of labour cess & GST)

Providing and laying seal coat by manual means with 80/100 grade bitumen sealing the voids in bitumens surface laid to the specified levels grade and cross fall using type C as per Technical Specification Clause 510 (excluding cost of labour cess & GST)

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be in 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with-in 30 M. distance as directed by the Engineer incharge. (Royality removed by Govt.) for small works/ Abadi area. (where machine can not move ) SI No. 253

Construction of un-reinforced dowel jointed at expension and construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregates and 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 from work (steel channel, laying and fixing of 125 micron 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 vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, admixtures as approved, curing of complete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause (1501)

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. 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 30 M. from the foundation trenches. S.I.No. 251

Cement Concrete with 4 cm gauge approved stone grit, coarse sand & cement in the proportion of 6:3:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. SI. No. 282

R.C.C. Work with cement, approved coarse sand & 2 cm gauge approved stone grit in proportions of 1:1.5:3. .for slabs. lintels of door & windows excluding supply of reinforcement and its bending, but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, Tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra

M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.inculding all taxes. SI No. 504

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Concrete with 4 cm. gauge brick ballast, fine sand of 1.25 FM and cement in proportion of 12:6:1 in foundation including supply of all material labour ,tools, and plants etc. required for proper completion of work. (SI No. 273)1x7.50x1.50x0.20 = 2.25

Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27)

M-150 brick work in 1:4 cement and coarse sand mortor in foundation and plinth. (SI No. 305a) Wall - 2x2.40x(0.80+0.60+0.460+0.345)/4*2.1=5.57 Deduction Pipe 2x(3.14x0.500x0.500)/4*0.60=-0.240 Net Qty. (5.57-0.24)=5.33

Struck cement Pointing with 1:2 cement and fine sand of 1.25 mm mortar including supply of all material T & P etc complete. (SI No. 574) L/S

Suppy of 350mm dia NP-3 Class hume pipe.

Providing cement and spun spun yarn for filling of joints 350mm NP-3 Class Hume Pipe..Lump/Sum

Teracotta paint as snowcem and white washing etc .Lump/Sum

Letter painting on end plates .Lump/Sum

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