STMC work for 70 Nos. of Roads for an aggregated length of 28.758 km under BBSR (R and B) Division-I, (Package-I)

Flank dressing to proper camber with all leads and lifts, including dressing and levelling the bed and depositing the excavated earth at places away from the work site, including dewatering if required, cost of all labour, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and as directed by the Engineer-in-Charge. ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-528 sqm 2) D01-R02B.A-535.2 sqm 3) D01-R03.A-537.6 sqm 4) D01-R07.A-542.4 sqm 5) D01-R09.A-448.2 sqm 6) D01-R10A.A-514.8 sqm 7) D01-R10B.A-493.2 sqm 8) D01-R10C.A-97.8 sqm 9) D01-R10D.A-387 sqm 10) D01-R10E.A-387 sqm 11) D01-R10F.A-66 sqm 12) D01-R10G.A-478.8 sqm 13) D01-R10H.A-450.6 sqm 14) D01-R10I.A-386.4 sqm 15) D01-R10J.A-385.8 sqm 16) D01-R10K.A-385.8 sqm 17) D01-R10L.A-451.2 sqm 18) D01-R10M.A-96 sqm 19) D01-R10N.A-97.8 sqm 20) D01-R10O.A-97.2 sqm 21) D01-R10P.A-96 sqm 22) D01-R10Q.A-353.4 sqm 23) D01-R10R.A-98.4 sqm 24) D01-R10S.A-90.6 sqm 25) D01-R10T.A-97.2 sqm 26) D01-R11A.A-450.6 sqm 27) D01-R12A.A-385.8 sqm 28) D01-R12C.A-632.4 sqm 29) D01-R12D.A-516.6 sqm 30) D01-R12E.A-193.2 sqm 31) D01-R12F.A-264 sqm 32) D01-R12G.A-498.6 sqm 33) D01-R12H.A-88.8 sqm 34) D01-R12I.A-339.6 sqm 35) D01-R12J.A-379.8 sqm 36) D01-R12K.A-384 sqm 37) D01-R12L.A-382.8 sqm 38) D01-R12M.A-289.2 sqm 39) D01-R12N.A-77.4 sqm 40) D01-R12O.A-56.4 sqm 41) D01-R12P.A-83.4 sqm 42) D01-R13C.A-138 sqm 43) D01-R13F.A-327.6 sqm 44) D01-R13G.A-94.2 sqm 45) D01-R17.A-122.4 sqm 46) D01-R21 A.A-116.4 sqm 47) D01-R21 B.A-46.8 sqm 48) D01-R21 C.A-128.4 sqm 49) D01-R21 D.A-62.4 sqm 50) D01-R21 E.A-175.8 sqm 51) D01-R21 F.A-36.6 sqm 52) D01-R21 G.A-27 sqm 53) D01-R21 L.A-84.6 sqm 54) D01-R21 M.A-42.6 sqm 55) D01-R21 N.A-121.2 sqm 56) D01-R21 O.A-83.4 sqm 57) D01-R22 A.A-180 sqm 58) D01-R22 B.A-129.6 sqm 59) D01-R22 C.A-94.8 sqm 60) D01-R22 D.A-104.4 sqm 61) D01-R28.A-525.6 sqm ) Total-15766.8 sqm

Providing and applying tack coat with bitumen emulsion @ 0.20 kg of bitumen per sqm on the prepared bituminous/granular surface, including scraping and cleaning the road surface with mechanical broom, spraying and uniform application of bitumen emulsion, including hire and running charges of all machinery, cost, conveyance, royalty and taxes of all materials, labour, T&P and all incidental charges, complete as per Clause 503 of MoRT&H Specifications for Road & Bridge Works (5th Revision), Technical Specifications and as directed by the Engineer-in-Charge.) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-1884.96 Sqm 2) D01-R02B.A-1273.78 Sqm 3) D01-R03.A-1919.23 Sqm 4) D01-R07.A-968.18 Sqm 5) D01-R09.A-800.04 Sqm 6) D01-R10A.A-918.92 Sqm 7) D01-R10B.A-880.36 Sqm 8) D01-R10C.A-137.16 Sqm 9) D01-R10D.A-542.77 Sqm 10) D01-R10E.A-690.8 Sqm 11) D01-R10F.A-92.57 Sqm 12) D01-R10G.A-457.85 Sqm 13) D01-R10H.A-804.32 Sqm 14) D01-R10I.A-289.03 Sqm 15) D01-R10J.A-688.65 Sqm 16) D01-R10K.A-541.08 Sqm 17) D01-R10L.A-805.39 Sqm 18) D01-R10M.A-134.64 Sqm 19) D01-R10N.A-137.16 Sqm 20) D01-R10O.A-136.32 Sqm 21) D01-R10P.A-134.64 Sqm 22) D01-R10Q.A-630.82 Sqm 23) D01-R10R.A-175.64 Sqm 24) D01-R10S.A-154.02 Sqm 25) D01-R10T.A-136.32 Sqm 26) D01-R11A.A-975.53 Sqm 27) D01-R12A.A-368.92 Sqm 28) D01-R12C.A-1128.83 Sqm 29) D01-R12D.A-922.13 Sqm 30) D01-R12E.A-184.75 Sqm 31) D01-R12F.A-252.45 Sqm 32) D01-R12G.A-476.79 Sqm 33) D01-R12H.A-84.92 Sqm 34) D01-R12I.A-324.74 Sqm 35) D01-R12J.A-363.18 Sqm 36) D01-R12K.A-367.2 Sqm 37) D01-R12L.A-366.05 Sqm 38) D01-R12M.A-276.55 Sqm 39) D01-R12N.A-74.01 Sqm 40) D01-R12O.A-53.93 Sqm 41) D01-R12P.A-79.75 Sqm 42) D01-R13F.A-334.15 Sqm 43) D01-R13G.A-96.08 Sqm 44) D01-R17.A-120.38 Sqm 45) D01-R21 A.A-207.77 Sqm 46) D01-R21 B.A-83.54 Sqm 47) D01-R21 C.A-229.19 Sqm 48) D01-R21 D.A-111.38 Sqm 49) D01-R21 E.A-313.8 Sqm 50) D01-R21 F.A-65.33 Sqm 51) D01-R21 G.A-48.2 Sqm 52) D01-R21 L.A-151.01 Sqm 53) D01-R21 M.A-76.04 Sqm 54) D01-R21 N.A-216.34 Sqm 55) D01-R21 O.A-148.87 Sqm 56) D01-R22 A.A-321.3 Sqm 57) D01-R22 B.A-231.34 Sqm 58) D01-R22 C.A-169.22 Sqm 59) D01-R22 D.A-186.35 Sqm 60) D01-R28.A-540.58 Sqm ) Total-25285.25 Sqm

Providing & Laying B.U.S.G. of 75mm thick in two layer using tack coat 3.0kg/10 sqm 25mm to 40mm size B.H.G.C.B.metal of 0.45cum & 12.0kg of 80/100 penetration grade of bitumen in one layer with 0.12 cum of 12mm size B.H.G.C.B.chips as key stone per 10sqm and laying & spreadig including heating, pouring and spreading bitumen &materials after cleaning the road surface and rolling with PRR including hire charges of PRR & cost, conveyance, royality of all materials & cost of T& P, labour charges etc complete as per specifications and direction of Engineer In Charge) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-616 sqm 2) D01-R02B.A-356.8 sqm 3) D01-R03.A-627.2 sqm 4) D01-R07.A-316.4 sqm 5) D01-R09.A-261.45 sqm 6) D01-R10A.A-300.3 sqm 7) D01-R10B.A-287.7 sqm 8) D01-R10C.A-44.83 sqm 9) D01-R10D.A-177.38 sqm 10) D01-R10E.A-225.75 sqm 11) D01-R10F.A-30.25 sqm 12) D01-R10G.A-149.63 sqm 13) D01-R10H.A-262.85 sqm 14) D01-R10I.A-212.52 sqm 15) D01-R10J.A-225.05 sqm 16) D01-R10K.A-176.83 sqm 17) D01-R10L.A-263.2 sqm 18) D01-R10M.A-44 sqm 19) D01-R10N.A-44.83 sqm 20) D01-R10O.A-44.55 sqm 21) D01-R10P.A-44 sqm 22) D01-R10Q.A-206.15 sqm 23) D01-R10R.A-57.4 sqm 24) D01-R10S.A-75.5 sqm 25) D01-R10T.A-44.55 sqm 26) D01-R11A.A-375.5 sqm 27) D01-R12A.A-120.56 sqm 28) D01-R12C.A-368.9 sqm 29) D01-R12D.A-301.35 sqm 30) D01-R12F.A-82.5 sqm 31) D01-R12E.A-60.38 sqm 32) D01-R12G.A-155.81 sqm 33) D01-R12H.A-27.75 sqm 34) D01-R12I.A-106.13 sqm 35) D01-R12J.A-118.69 sqm 36) D01-R12K.A-120 sqm 37) D01-R12L.A-119.63 sqm 38) D01-R12M.A-90.38 sqm 39) D01-R12N.A-24.19 sqm 40) D01-R12O.A-17.63 sqm 41) D01-R12P.A-26.06 sqm 42) D01-R13F.A-109.2 sqm 43) D01-R13G.A-31.4 sqm 44) D01-R17.A-54 sqm 45) D01-R21 A.A-67.9 sqm 46) D01-R21 B.A-27.3 sqm 47) D01-R21 C.A-74.9 sqm 48) D01-R21 D.A-36.4 sqm 49) D01-R21 E.A-102.55 sqm 50) D01-R21 F.A-21.35 sqm 51) D01-R21 G.A-15.75 sqm 52) D01-R21 L.A-49.35 sqm 53) D01-R21 M.A-24.85 sqm 54) D01-R21 N.A-70.7 sqm 55) D01-R21 O.A-48.65 sqm 56) D01-R22 A.A-105 sqm 57) D01-R22 B.A-75.6 sqm 58) D01-R22 C.A-55.3 sqm 59) D01-R22 D.A-60.9 sqm 60) D01-R28.A-240.9 sqm ) Total-8482.58 sqm

Providing and laying Bituminous Concrete (BC) Grade 2 using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent by weight of total mix and approved mineral filler, conforming to the requirements of MoRTH Specifications for Road and Bridge Works, Clause 509 and the approved Job Mix Formula (JMF); transporting the hot mix to the work site, laying with a hydrostatic paver finisher fitted with sensor control to the required grade, level, camber and alignment, and compacting with smooth-wheeled, vibratory and tandem rollers to achieve the specified density and compaction. The item shall include the cost of all materials, aggregates, bituminous binder, filler, labour, transportation, loading and unloading, T&P, taxes, royalty, fuel, hire andRoad and Bridge Works, Clause 509 and the approved Job Mix Formula (JMF); transporting the hot mix to the work site, laying with a hydrostatic paver finisher fitted with sensor control to the required grade, level, camber and alignment, and compacting with smooth-wheeled, vibratory and tandem rollers to achieve the specified density and compaction. The item shall include the cost of all materials, aggregates, bituminous binder, filler, labour, transportation, loading and unloading, T&P, taxes, royalty, fuel, hire and running charges of all plant and machinery, including paver finisher, rollers, hot-mix plant and other equipment, necessary for completion of the work, complete in all respects as directed by the Engineer-in-Charge. ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-56.55 cum 2) D01-R02B.A-38.21328 cum 3) D01-R03.A-57.58 cum 4) D01-R07.A-29.05 cum 5) D01-R09.A-24 cum 6) D01-R10A.A-27.56754 cum 7) D01-R10B.A-26.41086 cum 8) D01-R10C.A-4.114935 cum 9) D01-R10D.A-16.283025 cum 10) D01-R10E.A-20.72385 cum 11) D01-R10F.A-2.77695 cum 12) D01-R10G.A-13.735575 cum 13) D01-R10H.A-24.12963 cum 14) D01-R10I.A-16.25778 cum 15) D01-R10J.A-20.65959 cum 16) D01-R10K.A-16.232535 cum 17) D01-R10L.A-24.16176 cum 18) D01-R10M.A-4.0392 cum 19) D01-R10N.A-4.114935 cum 20) D01-R10O.A-3.544398 cum 21) D01-R10P.A-4.0392 cum 22) D01-R10Q.A-18.92457 cum 23) D01-R10R.A-5.26932 cum 24) D01-R10S.A-4.621 cum 25) D01-R10T.A-4.08969 cum 26) D01-R11A.A-25.853 cum 27) D01-R12A.A-11.07 cum 28) D01-R12C.A-33.865 cum 29) D01-R12D.A-27.66 cum 30) D01-R12F.A-7.574 cum 31) D01-R12G.A-14.3 cum 32) D01-R12E.A-5.542 cum 33) D01-R12H.A-2.55 cum 34) D01-R12I.A-9.74 cum 35) D01-R12J.A-10.9 cum 36) D01-R12K.A-11.02 cum 37) D01-R12L.A-11 cum 38) D01-R12M.A-8.3 cum 39) D01-R12N.A-2.22 cum 40) D01-R12O.A-1.618 cum 41) D01-R12P.A-2.4 cum 42) D01-R18.A-41.84703 cum 43) D01-R13F.A-10.02456 cum 44) D01-R13G.A-2.88252 cum 45) D01-R17.A-3.611412 cum 46) D01-R19H.A-4.8195 cum 47) D01-R19G.A-5.72832 cum 48) D01-R19F.A-0.66555 cum 49) D01-R19E.A-2.9835 cum 50) D01-R19D.A-5.17752 cum 51) D01-R19C.A-13.27428 cum 52) D01-R19B.A-3.22218 cum 53) D01-R19A.A-7.95906 cum 54) D01-R21 A.A-6.233 cum 55) D01-R21 B.A-2.506 cum 56) D01-R21 C.A-6.876 cum 57) D01-R21 D.A-3.342 cum 58) D01-R21 E.A-9.414 cum 59) D01-R21 F.A-1.96 cum 60) D01-R21 G.A-1.446 cum 61) D01-R21 L.A-4.53 cum 62) D01-R21 M.A-2.281 cum 63) D01-R21 N.A-6.49 cum 64) D01-R21 O.A-4.466 cum 65) D01-R22 A.A-9.639 cum 66) D01-R22 B.A-6.94 cum 67) D01-R22 C.A-5.077 cum 68) D01-R22 D.A-5.591 cum 69) D01-R28.A-22.11462 cum ) Total-853.802675 cum

Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including premixing the material at OMC in mechanical mix plant, carriage of mixed material to site, laying in uniform layers on well prepared surface & compacting to achieve the desired density including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Clause -406 of MoRT&H Specifications for Road & Bridge works (5th Revision)) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R18.A-13.94901 cum 2) D01-R19H.A-1.6065 cum 3) D01-R19G.A-1.90944 cum 4) D01-R13G.A-0.96084 cum 5) D01-R17.A-2.0655 cum ) Total-20.49129 cum

Crack Filling : Filling of crack using slow curing bitumen emulsion and applying crusher dust in case crack are wider then 3 mm.) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R19H.A-3.5 Rmt 2) D01-R19G.A-4.16 Rmt ) Total-7.66 Rmt

Painting one coat with synthetic enamel paint of approved make and shade on any elevation of road kerbs, parapets and guard posts, including preparation of the surface, cleaning, removal of dirt, dust and loose material, application of paint uniformly to the required finish, and including the cost of all paints, materials, labour, tools and equipment, scaffolding/ladders wherever required to complete in all respects as per the Technical Specifications and Clause 803 of MoRT&H Specifications for Road and Bridge Works (5th Revision) and as directed by the Engineer-in-Charge.) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-158.4 Sqm 2) D01-R02B.A-107.04 Sqm 3) D01-R03.A-161.28 Sqm 4) D01-R07.A-162.72 Sqm 5) D01-R09.A-134.46 Sqm 6) D01-R10A.A-154.44 Sqm 7) D01-R10B.A-147.96 Sqm 8) D01-R10C.A-29.34 Sqm 9) D01-R10D.A-116.1 Sqm 10) D01-R10E.A-116.1 Sqm 11) D01-R10F.A-19.8 Sqm 12) D01-R10G.A-95.76 Sqm 13) D01-R10H.A-135.18 Sqm 14) D01-R10I.A-115.92 Sqm 15) D01-R10J.A-115.74 Sqm 16) D01-R10K.A-115.74 Sqm 17) D01-R10L.A-135.36 Sqm 18) D01-R10M.A-28.8 Sqm 19) D01-R10N.A-29.34 Sqm 20) D01-R10O.A-4.86 Sqm 21) D01-R10P.A-28.8 Sqm 22) D01-R10Q.A-106.02 Sqm 23) D01-R10R.A-29.52 Sqm 24) D01-R10S.A-27.18 Sqm 25) D01-R10T.A-29.16 Sqm 26) D01-R11A.A-45.06 Sqm 27) D01-R12A.A-115.74 Sqm 28) D01-R12C.A-189.72 Sqm 29) D01-R12D.A-154.98 Sqm 30) D01-R12F.A-52.8 Sqm 31) D01-R12G.A-99.72 Sqm 32) D01-R12H.A-17.76 Sqm 33) D01-R12E.A-38.64 Sqm 34) D01-R12I.A-67.92 Sqm 35) D01-R12J.A-75.96 Sqm 36) D01-R12K.A-76.8 Sqm 37) D01-R12L.A-76.56 Sqm 38) D01-R12M.A-57.84 Sqm 39) D01-R12N.A-15.48 Sqm 40) D01-R12O.A-11.28 Sqm 41) D01-R12P.A-16.68 Sqm 42) D01-R13F.A-98.28 Sqm 43) D01-R13G.A-28.26 Sqm 44) D01-R17.A-24.48 Sqm 45) D01-R19H.A-31.5 Sqm 46) D01-R19G.A-37.44 Sqm 47) D01-R19F.A-5.22 Sqm 48) D01-R19E.A-23.4 Sqm 49) D01-R19D.A-33.84 Sqm 50) D01-R19C.A-86.76 Sqm 51) D01-R19B.A-21.06 Sqm 52) D01-R19A.A-52.02 Sqm 53) D01-R21 A.A-34.92 Sqm 54) D01-R21 B.A-14.04 Sqm 55) D01-R21 C.A-38.52 Sqm 56) D01-R21 D.A-18.72 Sqm 57) D01-R21 E.A-52.74 Sqm 58) D01-R21 F.A-10.98 Sqm 59) D01-R21 G.A-8.1 Sqm 60) D01-R21 L.A-25.38 Sqm 61) D01-R21 M.A-12.78 Sqm 62) D01-R21 N.A-36.36 Sqm 63) D01-R21 O.A-25.02 Sqm 64) D01-R22 A.A-54 Sqm 65) D01-R22 B.A-38.88 Sqm 66) D01-R22 C.A-28.44 Sqm 67) D01-R22 D.A-31.32 Sqm 68) D01-R28.A-157.68 Sqm ) Total-4448.1 Sqm

Cleaning rubbish,sludge,weeds cum liquid earth mud etc. from RCC box drain covered nikasi etc. by mathor labour after removing concrete slab/manhole cover etc, without damaging the same & refixing the same properly after cleanig as necessary & removing the sludge etc by using iron pans,buckets including all labours,tools & plants including expulation of impur inflamable/asphyxiating gases from the drain etc & removing the spoila in dry condition & disposing the same by truck beyond the ares of municipality corporation/municipality/NAC/Industrial town ship authority etc. for uch disposal including the cost of loading,unloading,transportation & making arrangement of necessary land for disposal,spreading & levelling as necessart etc. & cleanig the road sides in all respects, complete as per direction of Engineer-in-charge(Land for disposal to be arranged by the contractor)(payment will be made on the basis of actual stack measurement of spoils in dray condition at road side(As per practical field observations).) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-17.6 Rmt 2) D01-R02B.A-44.6 Rmt 3) D01-R03.A-17.92 Rmt 4) D01-R07.A-9.04 Rmt 5) D01-R09.A-7.47 Rmt 6) D01-R10A.A-8.58 Rmt 7) D01-R10B.A-8.22 Rmt 8) D01-R10C.A-1.63 Rmt 9) D01-R10D.A-6.45 Rmt 10) D01-R10E.A-6.45 Rmt 11) D01-R10F.A-1.1 Rmt 12) D01-R10G.A-7.98 Rmt 13) D01-R10H.A-7.51 Rmt 14) D01-R10I.A-6.44 Rmt 15) D01-R10J.A-6.43 Rmt 16) D01-R10K.A-6.43 Rmt 17) D01-R10L.A-7.52 Rmt 18) D01-R10M.A-1.6 Rmt 19) D01-R10N.A-1.63 Rmt 20) D01-R10O.A-1.62 Rmt 21) D01-R10P.A-1.6 Rmt 22) D01-R10Q.A-5.89 Rmt 23) D01-R10R.A-1.64 Rmt 24) D01-R10S.A-1.51 Rmt 25) D01-R10T.A-1.62 Rmt 26) D01-R11A.A-7.51 Rmt 27) D01-R12A.A-6.43 Rmt 28) D01-R12C.A-10.54 Rmt 29) D01-R12D.A-8.61 Rmt 30) D01-R12F.A-4.4 Rmt 31) D01-R12G.A-8.31 Rmt 32) D01-R12H.A-1.48 Rmt 33) D01-R12I.A-5.66 Rmt 34) D01-R12E.A-3.22 Rmt 35) D01-R12J.A-6.33 Rmt 36) D01-R12K.A-6.4 Rmt 37) D01-R12L.A-6.38 Rmt 38) D01-R12M.A-4.82 Rmt 39) D01-R12N.A-1.29 Rmt 40) D01-R12O.A-0.94 Rmt 41) D01-R12P.A-1.39 Rmt 42) D01-R13C.A-1.15 Rmt 43) D01-R13F.A-10.92 Rmt 44) D01-R17.A-2.04 Rmt 45) D01-R19H.A-1.75 Rmt 46) D01-R19G.A-2.08 Rmt 47) D01-R19F.A-0.29 Rmt 48) D01-R19E.A-1.3 Rmt 49) D01-R19D.A-1.88 Rmt 50) D01-R19C.A-4.82 Rmt 51) D01-R19B.A-1.17 Rmt 52) D01-R19A.A-2.89 Rmt 53) D01-R21 A.A-1.94 Rmt 54) D01-R21 B.A-0.78 Rmt 55) D01-R21 C.A-2.14 Rmt 56) D01-R21 D.A-1.04 Rmt 57) D01-R21 E.A-2.93 Rmt 58) D01-R21 F.A-0.61 Rmt 59) D01-R21 G.A-0.45 Rmt 60) D01-R21 L.A-1.41 Rmt 61) D01-R21 M.A-0.71 Rmt 62) D01-R21 N.A-2.02 Rmt 63) D01-R21 O.A-1.39 Rmt 64) D01-R22 A.A-3 Rmt 65) D01-R22 B.A-2.16 Rmt 66) D01-R22 C.A-1.58 Rmt 67) D01-R22 D.A-1.74 Rmt 68) D01-R28.A-8.76 Rmt ) Total-335.14 Rmt

Providing and laying R.C.C. M-25 grade concrete in drain Wall and cover slab using 20 mm to 10 mm downgraded hard black granite crusher-broken aggregates, including centering and shuttering, mixing, laying, compacting, curing, finishing, machinery, materials, labour, T&P, conveyance, royalty, taxes and all incidental charges, complete as per approved drawing, Technical Specifications, relevant Clauses of Sections 1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge Works (5th Revision), and as directed by the Engineer-in-Charge. ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-6.6 cum 2) D01-R02B.A-2.01 cum 3) D01-R03.A-6.72 cum 4) D01-R07.A-7.65 cum 5) D01-R09.A-5.71 cum 6) D01-R10A.A-6.56 cum 7) D01-R10B.A-6.29 cum 8) D01-R10C.A-1.03 cum 9) D01-R10D.A-4.93 cum 10) D01-R10E.A-4.93 cum 11) D01-R10F.A-0.84 cum 12) D01-R10G.A-3.95 cum 13) D01-R10H.A-5.75 cum 14) D01-R10I.A-3.19 cum 15) D01-R10J.A-4.92 cum 16) D01-R10K.A-4.92 cum 17) D01-R10L.A-5.75 cum 18) D01-R10M.A-1.22 cum 19) D01-R10N.A-1.25 cum 20) D01-R10O.A-0.8 cum 21) D01-R10P.A-0.92 cum 22) D01-R10Q.A-4.51 cum 23) D01-R10R.A-1.25 cum 24) D01-R10S.A-0.63 cum 25) D01-R10T.A-1.02 cum 26) D01-R11A.A-1.69 cum 27) D01-R12A.A-4.92 cum 28) D01-R12C.A-8.06 cum 29) D01-R12D.A-6.59 cum 30) D01-R12E.A-2.03 cum 31) D01-R12F.A-3.13 cum 32) D01-R12G.A-6.86 cum 33) D01-R12H.A-0.73 cum 34) D01-R12I.A-3.57 cum 35) D01-R12J.A-4.5 cum 36) D01-R12K.A-4.55 cum 37) D01-R12L.A-4.54 cum 38) D01-R12M.A-3.04 cum 39) D01-R12N.A-0.64 cum 40) D01-R12O.A-0.23 cum 41) D01-R12P.A-0.69 cum 42) D01-R13F.A-1.23 cum 43) D01-R13G.A-0.35 cum 44) D01-R17.A-0.46 cum 45) D01-R18.A-2.28 cum 46) D01-R13C.A-0.26 cum 47) D01-R19H.A-0.39 cum 48) D01-R19G.A-0.47 cum 49) D01-R19F.A-0.07 cum 50) D01-R19E.A-0.29 cum 51) D01-R19D.A-0.42 cum 52) D01-R19C.A-1.08 cum 53) D01-R19B.A-0.26 cum 54) D01-R19A.A-0.65 cum 55) D01-R21 A.A-1.64 cum 56) D01-R21 B.A-0.66 cum 57) D01-R21 C.A-1.81 cum 58) D01-R21 D.A-0.88 cum 59) D01-R21 E.A-2.48 cum 60) D01-R21 F.A-0.52 cum 61) D01-R21 G.A-0.38 cum 62) D01-R21 L.A-1.19 cum 63) D01-R21 M.A-0.6 cum 64) D01-R21 N.A-1.71 cum 65) D01-R21 O.A-1.18 cum 66) D01-R22 A.A-2.54 cum 67) D01-R22 B.A-1.83 cum 68) D01-R22 C.A-1.34 cum 69) D01-R22 D.A-1.47 cum 70) D01-R28.A-6.7 cum ) Total-184.26 cum

Supplying, fitting and placing uncoated HYSD steel reinforcement bars of grade Fe-415/Fe-500/Fe-550 (SAIL or any other approved make) of approved manufacturer, as per approved Drawing and Technical Specifications and Sections 1600 & 1900 of MoRT&H Specifications for Road & Bridge Works (5th Revision), including cutting, bending, placing and fixing in position with 18 to 20 gauge binding wire, including cost, conveyance and taxes of all materials, binding wire, labour, T&P and all incidental charges, complete in all respects as per Drawing and Technical Specifications and as directed by the Engineer-in-Charge. The weight of reinforcement shall be calculated on the basis of IS 1732. Wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other methods of binding and placing shall not be considered for payment. ) - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R02A.A-4.62 Qntl 2) D01-R02B.A-1.4 Qntl 3) D01-R03.A-4.7 Qntl 4) D01-R07.A-5.35 Qntl 5) D01-R09.A-4 Qntl 6) D01-R10A.A-4.59 Qntl 7) D01-R10B.A-4.4 Qntl 8) D01-R10C.A-0.72 Qntl 9) D01-R10D.A-3.45 Qntl 10) D01-R10E.A-3.45 Qntl 11) D01-R10F.A-0.59 Qntl 12) D01-R10G.A-2.77 Qntl 13) D01-R10H.A-4.02 Qntl 14) D01-R10I.A-2.23 Qntl 15) D01-R10J.A-3.44 Qntl 16) D01-R10K.A-3.44 Qntl 17) D01-R10L.A-4.03 Qntl 18) D01-R10M.A-0.86 Qntl 19) D01-R10N.A-0.87 Qntl 20) D01-R10O.A-0.56 Qntl 21) D01-R10P.A-0.65 Qntl 22) D01-R10Q.A-3.15 Qntl 23) D01-R10R.A-0.88 Qntl 24) D01-R10S.A-0.52 Qntl 25) D01-R10T.A-0.71 Qntl 26) D01-R11A.A-1.18 Qntl 27) D01-R12A.A-3.44 Qntl 28) D01-R12C.A-5.64 Qntl 29) D01-R12D.A-4.61 Qntl 30) D01-R12E.A-1.42 Qntl 31) D01-R12F.A-2.19 Qntl 32) D01-R12G.A-4.8 Qntl 33) D01-R12H.A-0.51 Qntl 34) D01-R12I.A-2.5 Qntl 35) D01-R12J.A-3.15 Qntl 36) D01-R12K.A-3.19 Qntl 37) D01-R12L.A-3.18 Qntl 38) D01-R12M.A-2.13 Qntl 39) D01-R12N.A-0.45 Qntl 40) D01-R12O.A-0.16 Qntl 41) D01-R12P.A-0.48 Qntl 42) D01-R13F.A-0.86 Qntl 43) D01-R13G.A-0.25 Qntl 44) D01-R17.A-0.32 Qntl 45) D01-R18.A-1.6 Qntl 46) D01-R13C.A-0.18 Qntl 47) D01-R19H.A-0.28 Qntl 48) D01-R19G.A-0.33 Qntl 49) D01-R19F.A-0.05 Qntl 50) D01-R19E.A-0.2 Qntl 51) D01-R19D.A-0.3 Qntl 52) D01-R19C.A-0.76 Qntl 53) D01-R19B.A-0.18 Qntl 54) D01-R19A.A-0.46 Qntl 55) D01-R21 A.A-1.15 Qntl 56) D01-R21 B.A-0.46 Qntl 57) D01-R21 C.A-1.27 Qntl 58) D01-R21 D.A-0.62 Qntl 59) D01-R21 E.A-1.74 Qntl 60) D01-R21 F.A-0.36 Qntl 61) D01-R21 G.A-0.27 Qntl 62) D01-R21 L.A-0.84 Qntl 63) D01-R21 M.A-0.42 Qntl 64) D01-R21 N.A-1.2 Qntl 65) D01-R21 O.A-0.82 Qntl 66) D01-R22 A.A-1.78 Qntl 67) D01-R22 B.A-1.28 Qntl 68) D01-R22 C.A-0.94 Qntl 69) D01-R22 D.A-1.03 Qntl 70) D01-R28.A-4.69 Qntl ) Total-129.07 Qntl