WB/37/APAS-20/BDOKNT/25-26/14

Earth work in excavation in foundation trenches in all sorts of soil (including mixed soil but excluding late rite and sand stone) including removing spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, leveling dressing and ramming the bottom, bailing out water as required complete (a) Depth of excavation not exceeding 1500 mm.

Earth work in filling in foundation trenches or plinth with earth. in layer not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (payment to be on basis of measurement of finished quantity of work.) (a) with earth obtainedfrom excavation of foundation

© with carried earth arrange by the contractor within a radius of 1 km

Single brick flat soling of picked jhama bricks including ramming and dressing bed to Proper level and filling joints with local sand.

Cement Concrete with graded stone (30 mm size) excluding shuttering. In ground floor and foundation. (a) 1:3:6 proportion

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. In Ground Floor : (ii) River Bazree

Reinforcement for Reinforced Concrete work in the all sorts of structures including distribution bars, stirrups, binders etc. Including supplies of rods , 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

Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge. a) with staging

Hire and labour for shuttering with centering and necessary staging upto 4 m using approved stout and thick hard wood planks ……………. Fitting, fixing & striking out after completion of works (upto roof of groung floor) (a) 25 mm to 30 mm th. Wooden shuttering as per decision & direction of Engineer-in-Charge. b) With out staging in foundation and plinth.

(Item No.- 29; Page No.- 32 of PWD Bldg. Schedule)(3RD Corrigenda Addenda) 125 mm th. brick work with 1st class bricks in cement mortar (1:4) in ground floor.

(Item No.- 30; Page No.- 54 of PWD Bldg. Schedule ) Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (B) Wall With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m. (a) Area of each tile upto 0.09 Sq.m Coloured decorative

(Item No.- 2(ii); Page No.- 73 of PWD Bldg. Schedule) Plaster (to wall, floor, celling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor). [Excluding cost of chipping over concrete surface] (ii) With 1:4 cement morter (b) 10 mm thick plaster

(Item No.- 21(b); Page No.- 109 of PWD Bldg. Schedule) Supplying, fitting and fixing cast iron heavy type spiral staircase of approved design with 50 mm.dia. Stem and C.I. Steps 150 mm as per design 900 mm. high C.I, railing including necessary M.S. tie of suitable section embedded to wall with cement concrete (1:2:4) including cost of intermediate C.I. platform secured with necessary tie to stem and wall with cement concrete (1:2:4) including fixing the stem in ground with cement concrete (1:3:6) complete in all respect with all labour and materials. (Payment to be made on vertical height in between 1st step and top platform.) N.B. : No steel materials will be issued in this section. (b) With 900 mm.dia. Well

PWD Building Schedule 2017[ P-194,Sl.No.-1 ] White washing including cleaning and smoothening surface thoroughly ( 5 parts of stone lime and 1 part of shell lime should be used in the finishing coat) All floors c) Three coats ( on new works only)

Add:- GST @ 18%

Add:- Labour Welfare Cess @ 1%