03/EE/SWM-EB/SDandSWM/KMDA of 2026-2027(Sl No-01)

Single faced Cast Iron sluice gate rising spindle type manually operated generally confirming to S:13349:1992 , wall thimble mounted having cast iron frame(IS 210 Gr.FG 260) & door fitted with SS AISI 304 seating faces, complete with stainless steel extension spindle(SS AISI 410) distance between center of waterway to base of operating platform considered 4mtr., C.I guide brackets, SS coupling ,C.I Geared Headstock & indicator. A.Sluice Gates(CI)(Thickness of door is 22mm(minimum) and spindle dia 65mm(maximum) Size (W X H)mm 1300X2000 B.Sluice Gates(CI) Size (W X H)mm 1500X2000 C.Screen(SS) 1500X2500

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) a with earth obtained from excavation of foundation.

(A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity).

Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc.) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Engineer in charge). (a) Depth up to 1.5 m.

(b) For additional depth beyond 1.5 m. and up to 3.00 m

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes a) Pakur Variety