Annual Maintenance work of Sewer line, Water Line, Sweeping and disposal of garbage at Koyal Enclave Scheme (For One year)

Supply of Sweeper (Full time) SI no 24(a)/p-8/2022+5%

Supply of following material at site all complete. (i) Bamboo.(Approved Rate)

(ii) Binding wire 24 gauge.(SI 12(2)/p-4/2022+5%)

(iii) Seek Broom with lathi

(iv) Phawda (Approved Rate)

(v) MS Bucket 20Ltr.(Approved Rate)

(vi) Sabbal 1' x 5'.(Approved Rate)

(vii) Supply of Garbage Trolly 1.0 cum capacity complete with wheel backet of 18 gauge sheet duly (Painted) (Approved Rate)

(viii) Supply of safety Belt.(Approved Rate)

(ix) Supply of rubber shoes/gum boots.(Approved Rate)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size DSR 5.3

M.S (tor steel or plain) in works such as RCC or RB work including bending for proper shape and including supply of steel & its wastage, bend, hooks, and authorised overlapping shall be measured and including cost of binding wire.DSR/23, 5.22

Higher of Tractor with Trolly including POL & Driver etc. S.I.no.-19/P-8/2022+10%

J.C.B. machine with driver and P.O.L. SI no31/P-9/2022+10%

Supply of manhole cover 600 mm dia with frame etc required at site.(Approved Rate)

Concrete with 2cm guage stone grit coarse sand of 2.20 FM and cement in proportion of 4:2:1 including supply of all materials , labour , T&P etc. required for proper completion of the work. S.I.no.-279(a)/2022

Supply of white lime. (Sl no.- 11/P-4/2022+5%)

Supply of Oxygen Mask.(Approved Rate)

Supply of Oxygen Cylinder.(Approved Rate)

Supply of Refill Oxygen Cylinder. (Approved Rate)

Excavation for depth up to 1.50 m BGL for laying sewer, manhole & gully pits etc. In ordinary soil (earth sand, loam & clay) I/c cuttings of joints pits, trimming, dressing, leveling, refilling of trenches in 20 cm. layers, watering sand ramming the same I/c removel of surplus earth or dismantled matarials up to a distance of 50 M from centre of trench (a) 0.00 to 1.5 M BGL

Supply, carting, laying & jointing of following Dia. RCC NP- 3 pipe S&S type ISI mark in site of work, lowering the same in to trenches in depth up to 1.50M BGL. True to alignment jointing with 1:2 cement morter in coarse sand i/c exacavation of earth below invert level of pipe. (b) 350MM DIA

Dewatering of water at site with 7.5 HP mud pump including diesel, pump and operator, rent of desel pump etc required proper completion of the work as directed by E/I

Supply of Chlorine of 10% Purity with (3.60 kg per tubewell) 3.60 X 2 X 365 = 2628.00 ltr.(Approved Rate)