Remodeling of Barwala Branch from RD 21400 to RD 23400.

Amount

Lining with 100 mm thick designmix Cement concrete of grade M-15 with minimum cement contents 240 Kg/Cum, in bed manually, including 6 mm cement sand slurry 1:3 , form work ,preparation of Sub Grade as per HSR item No.10.64 (A&C Slip No.19 Dt 17.08.2017) , 19.1, 19.15 a. & 19.12

Lining with 125 mm thick Designmix Cement concrete of grade M-15 ) with minimum cement contents 240 Kg/Cum, in curve portion and side slopes manually including 6 mm cement sand Slurry 1:3, form work ,preparation of Sub Grade as per HSR item No.10.64 (A&C Slip No.19 dt 17.08.2017), 19.2, 19.15 b..& 19.12

Designmix Cement concrete of grade M-15 with minimum cement contents 240 Kg/Cum,in foundation & plinth as per HSR item No.10.64,and A & C slip No.19 dt. 17.8.2017 @ Rs.580.29+450%

Filling expansion joints, with special Imprevious hot pour, 12 mm vide. HSR item No. 19.17. @ Rs. 0.35 + 450% = Rs. 1.93 per mtr per cm depth.

Laying of 150 micron polythene sheet. (NS)

Supply of 150 micron polythene sheet. (NS)

Earth work excavation in ordinary soil exclusive of compensation of earth duly dressed all lead and lift withminimum lead of 1.0 Km including breaking of clods.HSR item No. 5.2 (b), 4.1 (a), note-III of chapter No.4 and 6.3 (i). @ Rs. [(12.00 + 3.00 +1.75/2 + 450%) + (45.90 + 425%)] = Rs. 89.72 per cum

Earth work excavation in ordinary soil exclusive of compensation of earth dressed with a cobined lead 45 metres including breaking of clods. (HSR item No. 6.2 (b) (c) (i) and 6.3 (i). @Rs. 586.60+6 x 22.65+ 45.90)+425% = Rs. 3496.28 per 100 cum

Extra for compaction of earth laying as per specifications, watering the earth laid in 25 cm layers with road roller/sheep foot roller and tractor or any other like machinery under suitable moisture contents with desired field density not less than 25% maximum dry density (ordinary protector test). HSR item No 6.2(g) (i) (iii) (-) 6.3 (i) and 6.2 (g) (v). @ Rs. [(68.10 + 32.50 (-) 45.90 + 425%) + (225.00 +135%)]= Rs. 815.92 per 100 cum.

Extra for bailing/pumping out standing water of pond caused by spring, sub soil water, canal or drains except rain water collected in the trenches or foundation before laying concrete work. HSR 10.133 (for estimate purpose) (Note:- Work proposed to be executed through agency being a closure work. Quantity of standing water calculated in Kilolitre unit as per HSR and payment to be made accordingly on actual basis in the presence of Vigilance Wing)

Dismantling of brick masonry laid in cement sand mortar and sorting & stacking of serviceable materials in stacks with in 100 mtrs distance and disposal of waste material from the site as per direction of Engineer Incharge compete as per HSR 8.5 b @ 35.60+550%

Dismantlining of cement concrete 1:4:8 and sorting stacking serviceable materials with in 100 mtr distance and disposal of waste material from the site as per direction of Engineer Incharge cmplete @ 37.40+550 (HSR 8.6 b)

1st class brick masonry in cement sand mortar 1:3 in foundation and plinth, including supply of all materis as per HSR11.5 @ 461.40+650%

Cement concrete 1:3:6 with 20 mm nominal size of stone aggregate in foundation and plinth,.complete as per HSR 10.40 @ 516.90+450%

Earth work in excavation in foundations, trenches, etc., in all kind of soils, not exceeding 2 metres depth including dressing of bottom and side of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres. HSR item No. 6.6. @ Rs. 1108.10 + 425% = 5817.53 per 100 cum

Dismantling cement concrte 1:2:4 @ 71.85+550% (HSR 8.6d)

Dismantling of reinforcement Cement concrte 1:2:4 i/c cleaning and straightening and cutting of bars if required, sorting and stacking of all serviceable materials with in 100 mtr distance. Complete as per HSR item No. 8.6e @ 108.05+550%

Credit for old brick masonry

Credit for old steel bars