Short Term Maintenance Contract STMC work for 13 Nos. of Roads for an aggregated length of 19.719 km under BBSR R and B Division-III Package-1 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-R54.A Quanity =0 (ii) Road ID:D03-R09.A Quanity =0 (iii) Road ID:D03-R62.A Quanity =0 (iv) Road ID:D03-R10.A Quanity =0 (v) Road ID:D03-R11.A Quanity =0 (vi) Road ID:D03-R14.A Quanity =0 (vii) Road ID:D03-R20.A Quanity =0 (viii) Road ID:D03-R37.A Quanity =913.2 (ix) Road ID:D03-R38.A Quanity =726.9 (x) Road ID:D03-R41.A Quanity =0 (xi) Road ID:D03-R42.A Quanity =0 (xii) Road ID:D03-R56.A Quanity =0 (xiii) Road ID:D03-R12.A Quanity =0 Total Quanity =1640.1 Square Meters

Clearing and grubbing of road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned up to a lead of 1000 metres, including removal and disposal of top organic soil not exceeding 150 mm in thickness, complete in all respects as per Clause 201 of MoRT&H Specifications for Road & Bridge Works (5th Revision) and as directed by the Engineer-in-Charge. (i) Road ID:D03-R54.A Quanity =0 (ii) Road ID:D03-R09.A Quanity =0 (iii) Road ID:D03-R62.A Quanity =0 (iv) Road ID:D03-R10.A Quanity =0 (v) Road ID:D03-R11.A Quanity =0 (vi) Road ID:D03-R14.A Quanity =0 (vii) Road ID:D03-R20.A Quanity =0 (viii) Road ID:D03-R37.A Quanity =913.2 (ix) Road ID:D03-R38.A Quanity =726.9 (x) Road ID:D03-R41.A Quanity =0 (xi) Road ID:D03-R42.A Quanity =0 (xii) Road ID:D03-R56.A Quanity =0 (xiii) Road ID:D03-R12.A Quanity =0 Total Quanity =1640.1 Square Meters

Dismantling and removing of Cement Concerete including stacking the useful materials for reuse and removing the derbies within 50m lead including cost, conveyance, of all materials with all labour and T&P required for the work etc. complete in all floors as per standard specification and direction of Engineer-in-charge. ROAD WISE QUANITY DETAILS (i) Road ID:D03-R54.A Quanity =0 (ii) Road ID:D03-R09.A Quanity =0 (iii) Road ID:D03-R62.A Quanity =0 (iv) Road ID:D03-R10.A Quanity =0 (v) Road ID:D03-R11.A Quanity =0 (vi) Road ID:D03-R14.A Quanity =0 (vii) Road ID:D03-R20.A Quanity =0 (viii) Road ID:D03-R37.A Quanity =34.4694 (ix) Road ID:D03-R38.A Quanity =10.9749 (x) Road ID:D03-R41.A Quanity =0 (xi) Road ID:D03-R42.A Quanity =0 (xii) Road ID:D03-R56.A Quanity =0 (xiii) Road ID:D03-R12.A Quanity =0 Total Quanity =45.4443 Cubic 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-R54.A Quanity =898.32 (ii) Road ID:D03-R09.A Quanity =757.21 (iii) Road ID:D03-R62.A Quanity =24.2 (iv) Road ID:D03-R10.A Quanity =298.68 (v) Road ID:D03-R11.A Quanity =360.91 (vi) Road ID:D03-R14.A Quanity =2572.5 (vii) Road ID:D03-R20.A Quanity =557.48 (viii) Road ID:D03-R37.A Quanity =837.1 (ix) Road ID:D03-R38.A Quanity =666.325 (x) Road ID:D03-R41.A Quanity =330.4 (xi) Road ID:D03-R42.A Quanity =468.3 (xii) Road ID:D03-R56.A Quanity =183.75 (xiii) Road ID:D03-R12.A Quanity =616.32 Total Quanity =8571.495 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-R54.A Quanity =5609.9 (ii) Road ID:D03-R09.A Quanity =3861.78 (iii) Road ID:D03-R62.A Quanity =74.05 (iv) Road ID:D03-R10.A Quanity =913.96 (v) Road ID:D03-R11.A Quanity =1840.65 (vi) Road ID:D03-R14.A Quanity =7871.85 (vii) Road ID:D03-R20.A Quanity =2132.36 (viii) Road ID:D03-R37.A Quanity =3415.37 (ix) Road ID:D03-R38.A Quanity =2038.95 (x) Road ID:D03-R41.A Quanity =1011.02 (xi) Road ID:D03-R42.A Quanity =1433 (xii) Road ID:D03-R56.A Quanity =562.28 (xiii) Road ID:D03-R12.A Quanity =2357.42 Total Quanity =33122.59 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-R54.A Quanity =168.297 (ii) Road ID:D03-R09.A Quanity =115.8534 (iii) Road ID:D03-R62.A Quanity =2.2216 (iv) Road ID:D03-R10.A Quanity =27.41885 (v) Road ID:D03-R11.A Quanity =55.21952 (vi) Road ID:D03-R14.A Quanity =236.1555 (vii) Road ID:D03-R20.A Quanity =63.97083 (viii) Road ID:D03-R37.A Quanity =50.45 (ix) Road ID:D03-R38.A Quanity =40.16 (x) Road ID:D03-R41.A Quanity =30.3307 (xi) Road ID:D03-R42.A Quanity =42.98994 (xii) Road ID:D03-R56.A Quanity =16.86825 (xiii) Road ID:D03-R12.A Quanity =70.7227 Total Quanity =920.65829 Cubic Meters

Supplying, fitting, fixing of MS Hollow sqaure welded section median railing having Iron outer frame with vertical post of size 50mm x 50mm x 3mm and inside vertical member of size 25mm x 25mm x 3mm post made of ISI marked standard MS Angles of approved thickness and quality of approved Manufacturers with all required iron fittings, including mending to sizes and coat of welding and other fittings, etc. complete as per requirement including cost, conveyance and taxes of all materials and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (as per Drawing / design attached in the estimate) ROAD WISE QUANTITY DEATILS (i) Road ID:D03-R54.A Quanity =0 (ii) Road ID:D03-R09.A Quanity =0 (iii) Road ID:D03-R62.A Quanity =0 (iv) Road ID:D03-R10.A Quanity =0 (v) Road ID:D03-R11.A Quanity =0 (vi) Road ID:D03-R14.A Quanity =1764 (vii) Road ID:D03-R20.A Quanity = (viii) Road ID:D03-R37.A Quanity =0 (ix) Road ID:D03-R38.A Quanity =0 (x) Road ID:D03-R41.A Quanity =0 (xi) Road ID:D03-R42.A Quanity =0 (xii) Road ID:D03-R56.A Quanity =0 (xiii) Road ID:D03-R12.A Quanity =0 Total Quanity =1764 Kilograms

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-R54.A Quanity =1348.534 (ii) Road ID:D03-R09.A Quanity =510.48 (iii) Road ID:D03-R62.A Quanity =43.56 (iv) Road ID:D03-R10.A Quanity =282.96 (v) Road ID:D03-R11.A Quanity =210.24 (vi) Road ID:D03-R14.A Quanity =4054.9 (vii) Road ID:D03-R20.A Quanity =0 (viii) Road ID:D03-R37.A Quanity =182.64 (ix) Road ID:D03-R38.A Quanity =145.38 (x) Road ID:D03-R41.A Quanity =0 (xi) Road ID:D03-R42.A Quanity =0 (xii) Road ID:D03-R56.A Quanity =173.7814 (xiii) Road ID:D03-R12.A Quanity =346.68 Total Quanity =7299.1554 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-R54.A Quanity =40.74 (ii) Road ID:D03-R09.A Quanity =28.36 (iii) Road ID:D03-R62.A Quanity =1.21 (iv) Road ID:D03-R10.A Quanity =7.86 (v) Road ID:D03-R11.A Quanity =11.68 (vi) Road ID:D03-R14.A Quanity =147 (vii) Road ID:D03-R20.A Quanity =39.82 (viii) Road ID:D03-R37.A Quanity =30.44 (ix) Road ID:D03-R38.A Quanity =24.23 (x) Road ID:D03-R41.A Quanity =18.88 (xi) Road ID:D03-R42.A Quanity =26.76 (xii) Road ID:D03-R56.A Quanity =10.5 (xiii) Road ID:D03-R12.A Quanity =19.26 Total Quanity =406.74 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-R54.A Quanity =9.17 (ii) Road ID:D03-R09.A Quanity =6.38 (iii) Road ID:D03-R62.A Quanity =0.54 (iv) Road ID:D03-R10.A Quanity =3.54 (v) Road ID:D03-R11.A Quanity =2.63 (vi) Road ID:D03-R14.A Quanity =22.05 (vii) Road ID:D03-R20.A Quanity =8.96 (viii) Road ID:D03-R37.A Quanity =6.85 (ix) Road ID:D03-R38.A Quanity =5.45 (x) Road ID:D03-R41.A Quanity =4.25 (xi) Road ID:D03-R42.A Quanity =6.02 (xii) Road ID:D03-R56.A Quanity =1.18 (xiii) Road ID:D03-R12.A Quanity =4.33 Total Quanity =81.35 Cubic Meters