Construction of Guard Chowki

Amount

Construction of Guard Chowki

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10sqm on plan) including disposal of excavater earth lead upto 50m and upto 1.5 m disposed earth to be levelled and neatly dressed: All kinds of soil

Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering All work up to plinth level. 1:5:10 (1 cement :5 coarse sand : 10 graded stone aggegate 40 mm nominal size)

Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 Cm thick wall in: Cement Mortar 1:6 (1-Cement : 6-Sand).

Providing and laying damp-proof course with cement concrete grade M-150 (1:2:4) mortar prepared with 1% solution of water-proof compound complete as per specification 75 mm thick

Brick work with F.P.S. brick of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement:6 coarse sand)

Half brick masonry in Superstructure, above plinth level uoto floor V level using bricks of designation (1:6)

Centering & shuttering with plywood or steel sheets Including strutting, propping braching both ways with steel props and removal of formwork for upto floor five level for : Suspended floors, roofs, landings, stalrcases, balconles, girders, cantilevers, bands, coplng bed plates, anchor blocks, sills, chhaijas, lintel, beam, plinth beam etc.

Provding and laying in position speclfled grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastlzers (if required) excluding the cost of centering, shuttering and relnforcement for Walls (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix/ Design Mix

STEEL REINFORCEMENT: 4.13 providing and fabricating relnforcement for R.C.C. work including stralghtrning, cutting, bending, placing in posltion and binding (including cost of binding wire) all complete up to floor five level, ('Original producers' who manufacture billent dirextly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code)(100 kg per cum of c.c.)

Plaster on new surfase on walls in cement sand mortar 1:6 including racking of joints ect. Complete fine finish: 12mm thick

6 mm thick cement plaster to celling of mix1:3 (cement:3-fine sand)

Providing and applying white cement bases putty over plastered surface to prepare the surface even and smooth complete New Plastered Surface (three or more coats)

Distempering with dry distem of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade incliding all scaffolding

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: new work (two or more coats applied @3.84 kg/10 sqm ).

Filling availble excated earth (excluding rock) in trenches plinth side of foundation ect. In layers not exceeding 20cm. In depth, consolidating each deposited layer by ramming and watering incliding of lead up to 50meter and with all lift.

Random Rubble dry stone kharanja under floor

Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering All work up to plinth level. M15 grade Nominal Mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggegate 40 mm nominal size) (Flooring)

P & F 1st quqlity Heavy Duty Vitrifled Polished Digital tiles on floor skirting and steps etc. in different size (thickness minimum 10mm) with water absortion less than or equal 0.08% and confoeming to IS 15622 of approved make in all colour and shade laid with 20 mm thivk CM 1:4 including grounting the joints with white cement and matching pigment etc complete. Size 300mmX 450mm Sqm

Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement:2 coarse : 4 graded stone aggregate 20mm nominal size)

Providing and fixing external solid core single leaf flush door shutters ISI 2202-67 marked uslng Phenol formal dehyderesin in glue both sides wlth approved steel fittlngs complete as per annexure 'A’ : 30 mm thick decorative teak veneer One side

providing and fixing steel glazed window frame made out of 80x40mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mmx3mm and 15 cm long embedded in cc block 15x10x10 cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50x25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mmx10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100mm long, tower bolts 100mm long of steel powder coated superior quality including fixing and jointing with frame hinger priming coat with steel primer complete in all respect as per direction of Engineer-in-charge window openable

Sanitory Work

Electricity Fitting