STMC work for 27 Nos. of Roads for an aggregated length of 24.595 km under BBSR (R and B) Division-I, (Package-II)

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-R08A-296.4 sqm 2) D01-R15A-882 sqm 3) D01-R26.A-826.8 sqm 4) D01-R29.A-1468.8 sqm 5) D01-R34A.A-205.8 sqm 6) D01-R34B.A-104.4 sqm 7) D01-R34C.A-102 sqm 8) D01-R34D.A-41.4 sqm 9) D01-R34E.A-58.8 sqm 10) D01-R34F.A-57 sqm 11) D01-R34G.A-99 sqm 12) D01-R34H.A-193.8 sqm 13) D01-R34I.A-99 sqm 14) D01-R35A.A-208.8 sqm 15) D01-R35B.A-148.8 sqm 16) D01-R35C.A-148.8 sqm 17) D01-R35D.A-91.2 sqm 18) D01-R35E.A-93 sqm 19) D01-R36A.A-283.2 sqm 20) D01-R36B.A-75.6 sqm 21) D01-R36C.A-59.4 sqm 22) D01-R36D.A-102 sqm 23) D01-R36E.A-102 sqm 24) D01-R36F.A-121.2 sqm 25) D01-37AA-7807 sqm 26) D01-37BA-4110 sqm 27) D01-R37C.A-534.6 sqm Total-18320.8 sqm

2) 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 2) D01-R08A-76.5 sqm 3) D01-R15A-618.5 sqm 4) D01-R26.A-1475.84 sqm 5) D01-R29.A-5243.62 sqm 6) D01-R34A.A-196.8 sqm 7) D01-R34B.A-99.83 sqm 8) D01-R34C.A-97.54 sqm 9) D01-R34D.A-39.59 sqm 10) D01-R34E.A-56.23 sqm 11) D01-R34F.A-54.51 sqm 12) D01-R34G.A-94.67 sqm 13) D01-R34H.A-185.32 sqm 14) D01-R34I.A-94.67 sqm 15) D01-R35A.A-199.67 sqm 16) D01-R35B.A-142.29 sqm 17) D01-R35C.A-142.29 sqm 18) D01-R35D.A-127.91 sqm 19) D01-R35E.A-130.43 sqm 20) D01-R36A.A-397.19 sqm 21) D01-R36B.A-72.29 sqm 22) D01-R36C.A-56.8 sqm 23) D01-R36D.A-97.54 sqm 24) D01-R36E.A-97.54 sqm 25) D01-R36F.A-115.9 sqm 26) D01-37AA-8361.3 sqm 27) D01-37BA-5764.28 sqm 28) D01-R37C.A-749.78 sqm ) Total-24788.83

3) Providing and laying B.U.S.G. 75 mm thick in two layers using tack coat @ 3.0 kg/10 sqm, 25 mm to 40 mm size B.H.G.C.B. metal @ 0.45 Cum and 12.0 kg of 80/100 penetration grade bitumen in one layer with 0.12 Cum of 12 mm size B.H.G.C.B. chips as key stone per 10 sqm, including cleaning of road surface, heating, pouring and spreading of bitumen and materials, laying and spreading, rolling with PRR including hire and running charges of PRR, cost, conveyance and royalty of all materials, T&P, labour charges and all incidental charges, complete as per Specifications and as directed by the Engineer-in-Charge. - ) ROAD WISE QUANTITY DEATILS -QTY UNIT 1) D01-R08A-25 sqm 2) D01-R15A-202.13 sqm 3) D01-R26.A-482.3 sqm 4) D01-R29.A-1713.6 sqm 5) D01-R34A.A-64.31 sqm 6) D01-R34B.A-32.63 sqm 7) D01-R34C.A-31.88 sqm 8) D01-R34D.A-12.94 sqm 9) D01-R34E.A-18.38 sqm 10) D01-R34F.A-17.81 sqm 11) D01-R34G.A-30.94 sqm 12) D01-R34H.A-60.56 sqm 13) D01-R34I.A-30.94 sqm 14) D01-R35A.A-65.25 sqm 15) D01-R35B.A-46.5 sqm 16) D01-R35C.A-46.5 sqm 17) D01-R35D.A-41.8 sqm 18) D01-R35E.A-42.63 sqm 19) D01-R36A.A-129.8 sqm 20) D01-R36B.A-23.63 sqm 21) D01-R36C.A-18.56 sqm 22) D01-R36D.A-31.88 sqm 23) D01-R36E.A-31.88 sqm 24) D01-R36F.A-37.88 sqm 25) D01-37AA-2732.45 sqm 26) D01-37BA-1883.75 sqm 27) D01-R37C.A-245.03 sqm ) Total-8100.96 sqm

4) 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-R08A-1.989 cum 2) D01-R15A-18.555 cum 3) D01-R26.A-44.275 cum 4) D01-R29.A-157.3085 cum 5) D01-R34A.A-5.904 cum 6) D01-R34B.A-2.995 cum 7) D01-R34C.A-2.926 cum 8) D01-R34D.A-1.188 cum 9) D01-R34E.A-1.687 cum 10) D01-R34F.A-1.635 cum 11) D01-R34G.A-2.84 cum 12) D01-R34H.A-5.56 cum 13) D01-R34I.A-2.84 cum 14) D01-R35A.A-5.99 cum 15) D01-R35B.A-4.269 cum 16) D01-R35C.A-4.269 cum 17) D01-R35D.A-3.837 cum 18) D01-R35E.A-3.913 cum 19) D01-R36A.A-11.916 cum 20) D01-R36B.A-2.169 cum 21) D01-R36C.A-1.704 cum 22) D01-R36D.A-2.926 cum 23) D01-R36E.A-2.926 cum 24) D01-R36F.A-3.477 cum 25) D01-37AA-250.839 cum 26) D01-37BA-172.928 cum 27) D01-R37C.A-22.493 cum Total-743.359 cum

5) 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-R08A-88.92 sqm 2) D01-R15A-132.3 sqm 3) D01-R26.A-248.04 sqm 4) D01-R29.A-440.64 sqm 5) D01-R34A.A-41.16 sqm 6) D01-R34B.A-20.88 sqm 7) D01-R34C.A-20.4 sqm 8) D01-R34D.A-8.28 sqm 9) D01-R34E.A-11.76 sqm 10) D01-R34F.A-11.40 sqm 11) D01-R34G.A-19.80sqm 12) D01-R34H.A-38.76 sqm 13) D01-R34I.A-19.8 sqm 14) D01-R35A.A-41.76 sqm 15) D01-R35B.A-29.76 sqm 16) D01-R35C.A-29.76 sqm 17) D01-R35D.A-27.36 sqm 18) D01-R35E.A-27.9 sqm 19) D01-R36A.A-84.96 sqm 20) D01-R36B.A-15.12 sqm 21) D01-R36C.A-11.88 sqm 22) D01-R36D.A-20.4 sqm 23) D01-R36E.A-20.4 sqm 24) D01-R36F.A-24.24 sqm 25) D01-37AA-1405.26 sqm 26) D01-37BA-1233 sqm 27) D01-R37C.A-160.38 sqm ) Total-4234.32 sqm

6) 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-R08A-4.94 RM 2) D01-R15A-7.35 RM 3) D01-R26.A-13.78 RM 4) D01-R29.A-48.96 RM 5) D01-R34A.A-3.43 RM 6) D01-R34B.A-1.74 RM 7) D01-R34C.A-1.7 RM 8) D01-R34D.A-0.69 RM 9) D01-R34E.A-0.98 RM 10) D01-R34F.A-0.95 RM 11) D01-R34G.A-1.65 RM 12) D01-R34H.A-3.23 RM 13) D01-R34I.A-1.65 RM 14) D01-R35A.A-3.48 RM 15) D01-R35B.A-2.48 RM 16) D01-R35C.A-2.48 RM 17) D01-R35D.A-1.52 RM 18) D01-R35E.A-1.55 RM 19) D01-R36A.A-4.72 RM 20) D01-R36B.A-1.26 RM 21) D01-R36C.A-0.99 RM 22) D01-R36D.A-1.7 RM 23) D01-R36E.A-1.7 RM 24) D01-R36F.A-2.02 RM 25) D01-37AA-78.07 RM 26) D01-37BA-68.5 RM 27) D01-R37C.A-8.91 RM ) Total-270.43 RM

7) 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-R08A-1.11 cum 2) D01-R15A-1.65 cum 3) D01-R26.A-10.54 cum 4) D01-R29.A-18.36 cum 5) D01-R34A.A-1.7 cum 6) D01-R34B.A-0.86 cum 7) D01-R34C.A-0.84 cum 8) D01-R34D.A-0.34 cum 9) D01-R34E.A-0.49 cum 10) D01-R34F.A-0.47 cum 11) D01-R34G.A-0.82 cum 12) D01-R34H.A-1.6 cum 13) D01-R34I.A-0.82 cum 14) D01-R35A.A-5.79 cum 15) D01-R35B.A-0.56 cum 16) D01-R35C.A-0.56 cum 17) D01-R35D.A-1.09 cum 18) D01-R35E.A-1.19 cum 19) D01-R36A.A-3.61 cum 20) D01-R36B.A-0.62 cum 21) D01-R36C.A-0.49 cum 22) D01-R36D.A-0.84 cum 23) D01-R36E.A-0.84 cum 24) D01-R36F.A-1 cum 25) D01-37AA-35.13 cum 26) D01-37BA-15.41 cum 27) D01-R37C.A-6.82 cum ) Total-113.55 cum

8) 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-R08A-0.78 qtl 2) D01-R15A-1.16 qtl 3) D01-R26.A-7.38 qtl 4) D01-R29.A-12.85 qtl 5) D01-R34A.A-1.19 qtl 6) D01-R34B.A-0.6 qtl 7) D01-R34C.A-0.59 qtl 8) D01-R34D.A-0.24 qtl 9) D01-R34E.A-0.34 qtl 10) D01-R34F.A-0.33 qtl 11) D01-R34G.A-0.57 qtl 12) D01-R34H.A-1.12 qtl 13) D01-R34I.A-0.57 qtl 14) D01-R35A.A-4.06 qtl 15) D01-R35B.A-0.39 qtl 16) D01-R35C.A-0.39 qtl 17) D01-R35D.A-1.05 qtl 18) D01-R35E.A-0.83 qtl 19) D01-R36A.A-2.53 qtl 20) D01-R36B.A-0.44 qtl 21) D01-R36C.A-0.34 qtl 22) D01-R36D.A-0.59 qtl 23) D01-R36E.A-0.59 qtl 24) D01-R36F.A-0.7 qtl 25) D01-37AA-24.59 qtl 26) D01-37BA-10.79 qtl 27) D01-R37C.A-4.77 qtl ) Total-79.78 qtl

9) Excavation for road work in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location within all lifts and leads up to 1000 m lead, including cost of all labour, machinery, T&P and all incidental charges, complete as per approved Drawing and Technical Specifications and Clause 301 & 304 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-R08A-2.22 cum 2) D01-R15A-3.31 cum 3) D01-R26.A-6.2 cum 4) D01-R29.A-22.03 cum 5) D01-R34A.A-3.09 cum 6) D01-R34B.A-0.78 cum 7) D01-R34C.A-0.77 cum 8) D01-R34D.A-0.31 cum 9) D01-R34E.A-0.44 cum 10) D01-R34F.A-0.43 cum 11) D01-R34G.A-0.74 cum 12) D01-R34H.A-2.91 cum 13) D01-R34I.A-0.74 cum 14) D01-R35A.A-3.13 cum 15) D01-R35B.A-1.12 cum 16) D01-R35C.A-1.12 cum 17) D01-R35D.A-0.68 cum 18) D01-R35E.A-0.7 cum 19) D01-R36A.A-2.12 cum 20) D01-R36B.A-0.57 cum 21) D01-R36C.A-0.45 cum 22) D01-R36D.A-0.77 cum 23) D01-R36E.A-0.77 cum 24) D01-R36F.A-0.91 cum 25) D01-37AA-105.39 cum 26) D01-37BA-30.83 cum 27) D01-R37C.A-4.01 cum ) Total-196.54 cum

10) Sand filling in road work and foundation of structures, including cost, conveyance and royalty of sand and cost of all labour, T&P, and machinery charges, complete as per approved Drawing and Technical Specifications and Section-2100 & Clause-304 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-R08A-0.74 cum 2) D01-R15A-1.1 cum 3) D01-R26.A-2.07 cum 4) D01-R29.A-7.34 cum 5) D01-R34A.A-1.03 cum 6) D01-R34B.A-0.26 cum 7) D01-R34C.A-0.26 cum 8) D01-R34D.A-0.1 cum 9) D01-R34E.A-0.15 cum 10) D01-R34F.A-0.14 cum 11) D01-R34G.A-0.25 cum 12) D01-R34H.A-0.97 cum 13) D01-R34I.A-0.25 cum 14) D01-R35A.A-1.04 cum 15) D01-R35B.A-0.37 cum 16) D01-R35C.A-0.37 cum 17) D01-R35D.A-0.23 cum 18) D01-R35E.A-0.23 cum 19) D01-R36A.A-0.71 cum 20) D01-R36B.A-0.19 cum 21) D01-R36C.A-0.15 cum 22) D01-R36D.A-0.26 cum 23) D01-R36E.A-0.26 cum 24) D01-R36F.A-0.3 cum 25) D01-37AA-35.13 cum 26) D01-37BA-10.28 cum 27) D01-R37C.A-1.34 cum ) Total-65.52 cum