Construction of New Inspection Bungalow in Attabira Town in the District of Bargarh for the year 2025-26

CIVIL WORKS Earth work in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lift. complete as directed by the E.I.C.(As Per AR Page No.-1, Item No.-1) All kind of soils.

Supplying of filling sand in foundation and plinth including watering,ramming, consolidating and dressing, labours, tools, taxes etc., all complete as per the specification and direction of E.I.C.

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (1 ½”) size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6”) thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties and taxes of all materials with all labour, cess and T&P required for the work etc. complete in all respect Foundation. .

Providing and lying plain cement concrete of proportion (1:4:8) in foundation and floors using Portland slag cement (PSC) with 40 mm. Size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm thick in each layer including cost, conveyance, loading, unloading, royalties and taxes all materials and cost all labours, sundries, T & P required for the work including shoring, shuttering and dewatering if required including hire & running charges of water pump complete as per the instruction of the Engineer-in-Charge. .

Providing and laying plain cement concrete of proportion 1:2:4 (1 cement : 2 sand : 4 stone agregate 12 mm nominal size) in foundation as levelling course in floor and plinth etc. including tempering, curring, shuttering etc. complete all depth and height as per drawing and Techinal specification and as per direction of the Engineer-in- Charge.

RCC work M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as per direction of the Engineer in charge. A) Foundation

B) Plinth beam

C ) Roof Beam and Column in Superstructure

D) Lintel

E) Chajja