Repairing and Painting of boundary wall at BKPL Patna

Amount

Removal of plaster : Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Plaster :12 mm cement plaster of mix(1:4 (1 cement : 4 fine sand).

Weatherproof exterior acrylic paint on wall :Finishing walls with Acrylic Smooth exterior paint of required shade (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)(Brand-Berger/ Asian,/ICI/ Nerolac - direction of EIC).

Synthetic enamel painting of Gate :Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade ,Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactur (Brand-Berger/ Asian,/ICI/ Nerolac - direction of EIC).

Scrapping :Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.

Cement Painting : Finishing walls with water proofing cement paint of required shade.New work (Two or more coats applied @ 3.84 Kg/10 sqm).

Supplying, fitting and fixing punched tape concertina spiral coil :Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.

Steel work : Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works as per direction of Engineer in charge.

GI Barbed wire :Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 Kg/100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. [Notes: (1) Cost of posts, struts, earth work and concrete work to be paid for separately. (2) Payment to be made per metre cost of total length of barbed wire used] With G.I. barbed wire.

PCC:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level with 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size).

RCC : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size).

Reinforcement: Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level with Mild steel and Medium Tensile steel bars.

Brick Work : Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :Cement mortar 1:4 (1 cement : 4 coarse sand).

M/S HIRA CONSTRUCTION

A K CONSTRUCTION

AJAY KUMAR SINGH

Satnam Construction

PARITOSH KUMAR SINGH

New Durga Engineering Works

DSP ENTERPRISES

FATAH CONSTRUCTION COMPANY

M/S VIJAY KUMAR SINGH

manki and sons

M/s MISHRI LAL

URBAN KARE INTERNET PVT. LTD.