Short Term Maintenance Contract STMC work for 12 Nos. of Roads for an aggregated length of 28.770 km under BBSR R and B Division-III Package-IV for the year 2026-2027

PART-A (ROAD MAINTENANCE) 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 i) Road ID:D03-R70A- Qunatity =1083.6 ii) Road ID:D03-R71A- Qunatity = 1372.2 iii) Road ID:D03-R69A- Qunatity = 1930.8 iv) Road ID:D03-R31A- Qunatity = 754.8 v)Road ID:D03-R52A- Qunatity = 1071.6 vi)Road ID:D03-R73A- Qunatity = 822.9 vii)Road ID:D03-R67A- Qunatity = 1666.8 viii)Road ID:D03-R58A- Qunatity = 478.8 ix)Road ID:D03-R59A- Qunatity = 358.2 x)Road ID:D03-R63A- Qunatity =3150 xi)Road ID:D03-R43A- Qunatity =0 xii)Road ID:D03-R44A- Qunatity =0 Total Quanity =12689.7 Square Meters

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 i) Road ID:D03-R70A- Qunatity =445.08 ii) Road ID:D03-R71A- Qunatity = 466.55 iii) Road ID:D03-R69A- Qunatity = 656.47 iv) Road ID:D03-R31A- Qunatity = 513.26 v)Road ID:D03-R52A- Qunatity = 856.88 vi)Road ID:D03-R73A- Qunatity = 691.94 vii)Road ID:D03-R67A- Qunatity = 566.71 viii)Road ID:D03-R58A- Qunatity = 284.89 ix)Road ID:D03-R59A- Qunatity = 274.02 x)Road ID:D03-R63A- Qunatity =449.82 xi)Road ID:D03-R43A- Qunatity =1361.25 xii)Road ID:D03-R44A- Qunatity =503.13 Total Quanity =7070 Square Meters

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 i) Road ID:D03-R70A- Qunatity =1335.23 ii) Road ID:D03-R71A- Qunatity = 1399.64 iii) Road ID:D03-R69A- Qunatity = 1969.42 iv) Road ID:D03-R31A- Qunatity = 1539.79 v)Road ID:D03-R52A- Qunatity = 2570.63 vi)Road ID:D03-R73A- Qunatity = 2075.83 vii)Road ID:D03-R67A- Qunatity = 1700.14 viii)Road ID:D03-R58A- Qunatity = 915.71 ix)Road ID:D03-R59A- Qunatity = 822.07 x)Road ID:D03-R63A- Qunatity =1349.46 xi)Road ID:D03-R43A- Qunatity =4720.82 xii)Road ID:D03-R44A- Qunatity =1539.56 Total Quanity =21938.3 Square Meters

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 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 i) Road ID:D03-R70A- Qunatity =40.05999 ii) Road ID:D03-R71A- Qunatity = 41.99 iii) Road ID:D03-R69A- Qunatity = 64.01 iv) Road ID:D03-R31A- Qunatity = 46.19 v)Road ID:D03-R52A- Qunatity = 77.12 vi)Road ID:D03-R73A- Qunatity = 62.27 vii)Road ID:D03-R67A- Qunatity = 55.25 viii)Road ID:D03-R58A- Qunatity = 27.47 ix)Road ID:D03-R59A- Qunatity = 24.66 x)Road ID:D03-R63A- Qunatity =40.48 xi)Road ID:D03-R43A- Qunatity =141.62444 xii)Road ID:D03-R44A- Qunatity =46.1869 Total Quanity =667.31133 Cubic Meters

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 i) Road ID:D03-R70A- Qunatity =0 ii) Road ID:D03-R71A- Qunatity = 0 iii) Road ID:D03-R69A- Qunatity = 0 iv) Road ID:D03-R31A- Qunatity = 0 v)Road ID:D03-R52A- Qunatity = 0 vi)Road ID:D03-R73A- Qunatity = 0 vii)Road ID:D03-R67A- Qunatity = 0 viii)Road ID:D03-R58A- Qunatity = 0 ix)Road ID:D03-R59A- Qunatity = 0 x)Road ID:D03-R63A- Qunatity =113.4 xi)Road ID:D03-R43A- Qunatity =0 xii)Road ID:D03-R44A- Qunatity =0 Total Quanity =113.4 Square Meters

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 i) Road ID:D03-R70A- Qunatity =3.25 ii) Road ID:D03-R71A- Qunatity = 1.8 iii) Road ID:D03-R69A- Qunatity = 1.2 iv) Road ID:D03-R31A- Qunatity = 1.2 v)Road ID:D03-R52A- Qunatity = 6.52 vi)Road ID:D03-R73A- Qunatity = 4.22 vii)Road ID:D03-R67A- Qunatity = 17.1 viii)Road ID:D03-R58A- Qunatity = 1.95 ix)Road ID:D03-R59A- Qunatity = 3.15 x)Road ID:D03-R63A- Qunatity =12.6 xi)Road ID:D03-R43A- Qunatity =99 xii)Road ID:D03-R44A- Qunatity =28.75 Total Quanity =180.74 RM

Providing and laying R.C.C. M-25 grade concrete in drain 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 i) Road ID:D03-R70A- Qunatity =0.63 ii) Road ID:D03-R71A- Qunatity = 0.41 iii) Road ID:D03-R69A- Qunatity = 0.18 iv) Road ID:D03-R31A- Qunatity = 0.23 v)Road ID:D03-R52A- Qunatity = 1.96 vi)Road ID:D03-R73A- Qunatity = 0.63 vii)Road ID:D03-R67A- Qunatity = 2.57 viii)Road ID:D03-R58A- Qunatity = 0.38 ix)Road ID:D03-R59A- Qunatity = 0.43 x)Road ID:D03-R63A- Qunatity =4.73 xi)Road ID:D03-R43A- Qunatity =11.14 xii)Road ID:D03-R44A- Qunatity =12.94 Total Quanity =36.23 Cubic Meters

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 i) Road ID:D03-R70A- Qunatity =0.44 ii) Road ID:D03-R71A- Qunatity = 0.28 iii) Road ID:D03-R69A- Qunatity = 0.13 iv) Road ID:D03-R31A- Qunatity = 0.16 v)Road ID:D03-R52A- Qunatity = 1.37 vi)Road ID:D03-R73A- Qunatity = 0.44 vii)Road ID:D03-R67A- Qunatity = 1.8 viii)Road ID:D03-R58A- Qunatity = 0.27 ix)Road ID:D03-R59A- Qunatity = 0.2977 x)Road ID:D03-R63A- Qunatity =3.31 xi)Road ID:D03-R43A- Qunatity =6.68 xii)Road ID:D03-R44A- Qunatity =4.53 Total Quanity =19.7077 Quintal

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 i) Road ID:D03-R70A- Qunatity =27.09 ii) Road ID:D03-R71A- Qunatity = 48.03 iii) Road ID:D03-R69A- Qunatity = 57.92 iv) Road ID:D03-R31A- Qunatity = 30.19 v)Road ID:D03-R52A- Qunatity = 25.72 vi)Road ID:D03-R73A- Qunatity = 24.69 vii)Road ID:D03-R67A- Qunatity = 41.67 viii)Road ID:D03-R58A- Qunatity = 4.79 ix)Road ID:D03-R59A- Qunatity = 2.87 x)Road ID:D03-R63A- Qunatity =9.45 xi)Road ID:D03-R43A- Qunatity =0 xii)Road ID:D03-R44A- Qunatity =0 Total Quanity =272.42 Cubic Meters

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 i) Road ID:D03-R70A- Qunatity =4.33 ii) Road ID:D03-R71A- Qunatity = 16.01 iii) Road ID:D03-R69A- Qunatity = 19.31 iv) Road ID:D03-R31A- Qunatity = 10.06 v)Road ID:D03-R52A- Qunatity = 8.57 vi)Road ID:D03-R73A- Qunatity = 8.23 vii)Road ID:D03-R67A- Qunatity = 13.89 viii)Road ID:D03-R58A- Qunatity = 1.6 ix)Road ID:D03-R59A- Qunatity = 0.96 x)Road ID:D03-R63A- Qunatity =1.26 xi)Road ID:D03-R43A- Qunatity =7.43 xii)Road ID:D03-R44A- Qunatity =12.94 Total Quanity =104.59 Cubic Meters