Short term Maintenance Contract STMC work for 13 Nos. of Roads for an aggregated length of 27.478 km under BBSR R and B Division-III Package-III for the year 2026-2027

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-R21.A- Qunatity =1495.2 ii) Road ID:D03-R22.A- Qunatity = 1377 iii) Road ID:D03-R23.A- Qunatity = 2364 iv) Road ID:D03-R24.A- Qunatity =2364 v)Road ID:D03-R26.A- Qunatity = 1252.8 vi)Road ID:D03-R27A.A- Qunatity = 967.2 vii)Road ID:D03-R29A.A- Qunatity = 990 viii)Road ID:D03-R30A- Qunatity =2353.8 ix)Road ID:D03-R24A.A- Qunatity = 208.8 x)Road ID:D03-R64A- Qunatity = 4636.8 xi)Road ID:D03-R65A- Qunatity = 987 xii)Road ID:D03-R66A- Qunatity = 2277 xiii)Road ID:D03-R28.A- Qunatity =1062 Total Quanity =20273.4Square 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-R21.A- Qunatity =1059.1 ii) Road ID:D03-R22.A- Qunatity = 1606.5 iii) Road ID:D03-R23.A- Qunatity = 1125.26 iv) Road ID:D03-R24.A- Qunatity =1125.26 v)Road ID:D03-R26.A- Qunatity = 730.8 vi)Road ID:D03-R27A.A- Qunatity = 275.41 vii)Road ID:D03-R29A.A- Qunatity = 510.33 viii)Road ID:D03-R30A- Qunatity =735.56 ix)Road ID:D03-R24A.A- Qunatity = 97.61 x)Road ID:D03-R64A- Qunatity = 1449 xi)Road ID:D03-R65A- Qunatity = 308.44 xii)Road ID:D03-R66A- Qunatity = 711.56 xiii)Road ID:D03-R28.A- Qunatity =495.6 Total Quanity =9448.92Square 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-R21.A- Qunatity =3240.85 ii) Road ID:D03-R22.A- Qunatity = 4915.89 iii) Road ID:D03-R23.A- Qunatity = 1687.9 iv) Road ID:D03-R24.A- Qunatity =1687.9 v)Road ID:D03-R26.A- Qunatity = 2236.25 vi)Road ID:D03-R27A.A- Qunatity = 275.41 vii)Road ID:D03-R29A.A- Qunatity = 1530.99 viii)Road ID:D03-R30A- Qunatity =2250.82 ix)Road ID:D03-R24A.A- Qunatity = 292.84 x)Road ID:D03-R64A- Qunatity = 4433.94 xi)Road ID:D03-R65A- Qunatity = 943.82 xii)Road ID:D03-R66A- Qunatity = 2177.38 xiii)Road ID:D03-R28.A- Qunatity =1769.29 Total Quanity =26786.63Square 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-R21.A- Qunatity =97.2254 ii) Road ID:D03-R22.A- Qunatity = 147.4767 iii) Road ID:D03-R23.A- Qunatity = 101.27 iv) Road ID:D03-R24.A- Qunatity =101.27 v)Road ID:D03-R26.A- Qunatity = 67.08744 vi)Road ID:D03-R27A.A- Qunatity = 24.79 vii)Road ID:D03-R29A.A- Qunatity = 45.93 viii)Road ID:D03-R30A- Qunatity =67.52464 ix)Road ID:D03-R24A.A- Qunatity = 8.79 x)Road ID:D03-R64A- Qunatity = 133.0182 xi)Road ID:D03-R65A- Qunatity = 28.3146 xii)Road ID:D03-R66A- Qunatity = 65.32144 xiii)Road ID:D03-R28.A- Qunatity =53.07876 Total Quanity =870.76718Cubic Meters

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 i) Road ID:D03-R21.A- Qunatity =0 ii) Road ID:D03-R22.A- Qunatity = 0 iii) Road ID:D03-R23.A- Qunatity = 0 iv) Road ID:D03-R24.A- Qunatity =0 v)Road ID:D03-R26.A- Qunatity = 0 vi)Road ID:D03-R27A.A- Qunatity = 0 vii)Road ID:D03-R29A.A- Qunatity = 0 viii)Road ID:D03-R30A- Qunatity =0 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 0 xi)Road ID:D03-R65A- Qunatity = 0 xii)Road ID:D03-R66A- Qunatity = 0 xiii)Road ID:D03-R28.A- Qunatity =17.9127 Total Quanity =17.9127Cubic Meters

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 DETAILS i) Road ID:D03-R21.A- Qunatity =0 ii) Road ID:D03-R22.A- Qunatity = 0 iii) Road ID:D03-R23.A- Qunatity = 0 iv) Road ID:D03-R24.A- Qunatity =0 v)Road ID:D03-R26.A- Qunatity = 0 vi)Road ID:D03-R27A.A- Qunatity = 0 vii)Road ID:D03-R29A.A- Qunatity = 0 viii)Road ID:D03-R30A- Qunatity =0 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 0 xi)Road ID:D03-R65A- Qunatity = 0 xii)Road ID:D03-R66A- Qunatity = 0 xiii)Road ID:D03-R28.A- Qunatity =35.4 Total Quanity =35.4RM

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-R21.A- Qunatity =448.56 ii) Road ID:D03-R22.A- Qunatity = 413.1 iii) Road ID:D03-R23.A- Qunatity = 567.36 iv) Road ID:D03-R24.A- Qunatity =567.36 v)Road ID:D03-R26.A- Qunatity = 187.92 vi)Road ID:D03-R27A.A- Qunatity = 145.08 vii)Road ID:D03-R29A.A- Qunatity = 0 viii)Road ID:D03-R30A- Qunatity =0 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 0 xi)Road ID:D03-R65A- Qunatity = 0 xii)Road ID:D03-R66A- Qunatity = 0 xiii)Road ID:D03-R28.A- Qunatity =159.3 Total Quanity =2083.32Square Meters

Painting one coat with synthetic enamel paint on iron surface 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-R21.A- Qunatity =747.6 ii) Road ID:D03-R22.A- Qunatity = 0 iii) Road ID:D03-R23.A- Qunatity = 0 iv) Road ID:D03-R24.A- Qunatity =0 v)Road ID:D03-R26.A- Qunatity = 626.4 vi)Road ID:D03-R27A.A- Qunatity = 217.62 vii)Road ID:D03-R29A.A- Qunatity = 0 viii)Road ID:D03-R30A- Qunatity =0 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 0 xi)Road ID:D03-R65A- Qunatity = 0 xii)Road ID:D03-R66A- Qunatity = 0 xiii)Road ID:D03-R28.A- Qunatity =0 Total Quanity =1591.62Square Meters

Supplying, fitting and fixing MS hollow square welded section median railing having iron outer frame with vertical posts of size 50 mm × 50 mm × 3 mm and internal vertical members of size 25 mm × 25 mm × 3 mm, made of ISI-marked standard MS sections of approved thickness and quality from approved manufacturers, including cutting, mending to required sizes, welding and all required iron fittings, fixtures and accessories, including cost, conveyance and taxes of all materials, labour, T&P and all incidental charges, complete in all respects as per Drawing/Design attached with the estimate, Technical Specifications and as directed by the Engineer-in-Charge. ROAD WISE QUANTITY DEATILS i) Road ID:D03-R21.A- Qunatity =0 ii) Road ID:D03-R22.A- Qunatity = 0 iii) Road ID:D03-R23.A- Qunatity = 0 iv) Road ID:D03-R24.A- Qunatity =0 v)Road ID:D03-R26.A- Qunatity = 0 vi)Road ID:D03-R27A.A- Qunatity = 327.2781 vii)Road ID:D03-R29A.A- Qunatity = 0 viii)Road ID:D03-R30A- Qunatity =0 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 0 xi)Road ID:D03-R65A- Qunatity = 0 xii)Road ID:D03-R66A- Qunatity = 0 xiii)Road ID:D03-R28.A- Qunatity =0 Total Quanity =327.2781Kilograms

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-R21.A- Qunatity =0 ii) Road ID:D03-R22.A- Qunatity = 45.9 iii) Road ID:D03-R23.A- Qunatity = 31.52 iv) Road ID:D03-R24.A- Qunatity =31.52 v)Road ID:D03-R26.A- Qunatity = 0 vi)Road ID:D03-R27A.A- Qunatity = 8.06 vii)Road ID:D03-R29A.A- Qunatity = 20.87 viii)Road ID:D03-R30A- Qunatity =39.23 ix)Road ID:D03-R24A.A- Qunatity = 0 x)Road ID:D03-R64A- Qunatity = 77.28 xi)Road ID:D03-R65A- Qunatity = 16.45 xii)Road ID:D03-R66A- Qunatity = 37.95 xiii)Road ID:D03-R28.A- Qunatity =17.7 Total Quanity =305.02RM