District Magistrate Tender

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

Cement concrete (1:3:6) with 20 mm down graded stone chips excluding shuttering. Pakur variety.

Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade i) Pakur Variety

/Reinforcement for 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

Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth.

(b)In superstructure, ground floor.

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar 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](i) With 1:6 cement mortar(b) 20 mm thick plaster

With (6:1) cement morter. (a). 15 mm thick plaster.

With (4:1) cement morter. a. 10 mm thick plaster.

Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m.

/M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m

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 and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)f) 25 mm to 30 mm shuttering without staging in foundation

a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.

Asbestos corrugated (Trafford or similar approved quality) sheet (6 mm thick) work (excluding the supporting framework) fitted and fixed with 9.5mm. dia. J or L hook-bolt and nuts, limpet and bitumen washers and putty with 150 mm end lap & one corrugation minimum side lap complete. (Payment should be made on area of finished work)(a) In Roof

Page No-80 ;Item No-8(b)of PWD(Building) Schedule 2017/Asbestos ridging (with standard lap) fitted and fixed with necessary hook, bolts, nuts, washers, etc. complete.(b) Serrated adjustable type

Page No-102 ;Item No-6 of PWD(Building) Schedule 2017/Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.(i) 16 mm dia bolt (a) 300 mm long

Page No-195 ;Item No-5 of PWD(Building) Schedule 2017/Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats):External surface (Ground floor)(b) Two coats (on new works only).

Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification.In Ground floor:(iii) Two coats

(a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc

A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface :With other than hi-gloss of approved quality-(iv) Two coats (with any shade except white)

Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and.plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (a) For depth upto 150 metre.(i) 40 mm dia. boring etc.

Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and.plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (a) For depth upto 150 metre.(ii) '100 mm dia. borino etc. top enlarqement

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - '1785 and threaded to match with Gl Pipes as per lS : 1239(Part - l). (A) PVC Pipes (Dia)40 mm

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - '1785 and threaded to match with Gl Pipes as per lS : 1239(Part - l). (A) PVC Pipes (Dia)100 mm

Supplying PVC strainer of approved make with adapter :onforming to 1S. 1 281 8 specifications. li) 40 mm dia.

Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets.(i) 40 mm dia.

Supplying, fitting and fixing plug of approved make conforming to l.S. specifications. (i)40 mm

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with Gl Pipes as per lS : 1239 (Part - l). (L) Reducing Socket (mm X mm) 100 x 40

Supplying fitting and fixing approved quality lSl Marked Mark-ll tubewell hand pump including 32 mm dia riser pipe,Cylender connecting rod all complete.

Construction of '1500 mm X 1500 mm tubewell platform 1 m length 150 mm width drain and 250 mm X 250 mm X 250 mm tube well base with nominal Mix 1'.2'.4 N.B Variety stone chips over ploythene Sheet including cost of all materials and labour complete in all respect