Municipal Affairs Department Tender

Item No. 3 / Page No. - C - 25 / 2.81 Supplying, testing and installation of open Weave Jute Geo-textile (JGT) having overall weight of 500 gm/sq. m, thickness 6 mm, width 1220 mm, Tensile strength 10 KN/m (Warp direction) × 7.50 KN/m (weft direction) on slopes of embankments dressed and cut to a gradient as per design and drawing for control of surface soil erosion on proposed bank slope of embankment including the cost of preparation of subgrade and excavating the trenches of 500 mm deep and spade-width wide where necessary, and filling the trenches with earth duly secured to sub-grade by U shape MS staples (11 gauges) or wooden or plastic pegs at an interval of 450 mm, providing side lapping of 100 mm and horizontal lapping of 300 mm as per direction complete.The rate is inclusive of all incidental charges, transportation by all means to the work site, all leads and lifts complete. (Payment will made on the basis of finished surface area of the slope).

Item No. 4 / Page No. - C - 27/ 2.94 PWD, Bld-2017, P-308,T-1 Boulder (Each weighing 30 kg & upto 45 kg)

Item No. 5 / Page No. - C - 19/ 2.57 Labour charges for bouIder pitching on top and slope by placing required boulders (each weighing 25 Kg. and above within lead of 100 metres and all lifts) including filling the interstices with fragments as required, preparing sub-grade by cutting or filling the earth on slope upto 7.5 cm. depth, watering and ramming where necessary complete as per direction of the Engineer-in-charge. a) Over Jhama Khoa / metal filter/ Geo-textile filter.

Item No. 6 / Page No. - C - 14 / 2.39 Supplying, fitting, fixing end pieces for rectangular / square / circular sausages at the ends, with 10 SWG / 8 SWG G I wire net of different mesh sizes tying & sewing the same maintaning a lap langth of 150 mm all around with 12 SWG G I wire complete, including the cost of supply of wire netting,fitting etc, complete as per direction of the Engineer - in charge. b) Mesh size 125 mm x 125 mm with 10 SWG wire

Item No. 7 / P - 24/4 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

Item No. 8 / Page No. - 42/36 Hire and labour charges for shuttering with centering and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams, columns, lintels curved or straight including fittings, fixing and striking out after completion of works. ( upto roof of ground floor) (When the height of a particular floor is more than 4 m the equivalent floor height. shall be taken as 4 m and extra for woks beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m or part thereof. ) f) 25 mm to 30 mm shuttering without staging in foundation.

(c) 9 to 12 mm thick approved quality ply board shuttering in any concrete work

Item No. 9 / P - 2/4 Filling in foundation or plinth by silver in layers not exceeding 150 mm as directed and consolidating same by thorough saturation with water ramming complete including the cost of supply of sand.

Item No. 10 / Page No. - 14/1 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Item No. 11 / P - 43/40 Reinforcement for all reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders, etc. initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. a) For works in foundation , basement and upto roof of ground floor/ upto 4 m. (i) Tor Steel / Mild Steel II. SHYAM / SRMB / JSW/ JSPL/ BWASL/ SSC/ ELECTROSTEEL

Item No. 12 / P - 26/10 ( Analysis rate ) Ordinary cement concrete ( mix 1:1.5:3) 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

Item No. 13/ Page No. - 1/3 Earth work in filling in foundation trenches or plinth with good earth. in layers not exceeding 150 mm. including watering and raming etc. layer by layer complete. ( Payment to be made on basis of measurement of fiinished quantity of work ) a) With earth obtained from excavation of foundation.

GST Item (Effect from 01.11.2017) 18 % GST on Estimated Cost of Sl No- 1 to 13

Labour Welfare Cess Item (Effect from 01.11.2017) 1% Labour Welfare Cess on Estmated Cost of Sl No -1 to 14