External repair and renovation of Sarv Swasthya Kendra Sector-9 Bokaro, Jharkhand.

Providing and laying in position cement concrete of specified grade

4.1. excluding the cost of centering and shuttering - All work up to plinth

31 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural

4.1.8 sources : 8 graded stone aggregate 40 mm nominal size derived cum

from natural sources). 50.00 6812.00 340600.00

32 Providing and laying 60mm thick faciory made cement concrete

interlocking paver block of M -30 grade made by block making

machine with strong vibratory compaction, of approved size, design

16.68 & shape, laid in required colour and pattern over and including sqm

50mm thick compacted bed of coarse sand, filling the joints with

line sand etc. all complete as per the direction of Engineer-in-

Providing and laying at or near ground level factory made kerb

stone of M-25 grade cement concrete in position to the required

line, level and curvature, jointed with cement mortar 1:3 (1 cement:

3 coarse sand), including making joints with or without grooves

16.69 (thickness of joints except at sharp curve shall not to more than cum

5mm), including making drainage opening wherever required

complete etc. as per direction of Engineer-in-charge (length of

finished kerb edging shall be measured for payment). (Precast C.C.

kerb stone shall be approved by Engineer-in-charge).

Steel work for parking shed and main gate

Digitally signed by PRIYA

Name of Work- External Development work of Community Health Centre in Sector-9

Steel work in built up tubular (round, square or rectangular hollow

tubes etc.) trusses etc., including cutting, hoisting, fixing in position

10.16.3 and applying a priming coat of approved steel primer, including kg

welding and bolted with special shaped washers etc. complete.

Electric resistance or induction butt welded tubes.

35 In gratings, frames, guard bar, ladder, railings, brackets, gates and

Providing and fixing precoated galvanised iron profile sheets (size,

shape and pitch of corrugation as approved by Engineer-in-Charge)

of total coated thickness 0.50 mm (base metal of minimum 0.45 mm

thickness with total coating thickness of 0.05mm) with zinc coating

120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the sheet and polyester top

coat 15-18 microns. Sheet should have protective guard film of 25

microns minimum to avoid scratches during transportation and

should be supplied in single length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed using self drilling /seIf

tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved surfaces, excluding the

cost of purlins, rafters and trusses and including cutting to size and

shape wherever required.

38 12.51.6 Gutter (600 mm over all girth) rmt 30.00 1313.70 39411.00

Aluminium works for Canopy

Providing and fixing aluminium work for doors, windows, ventilators

and partitions with extruded built up standard tubular

sections/appropriate Z sections and other sections of approved

make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and

screws or with fixing clips, or with expansion hold fasteners

including necessary filling up of gaps at junctions, at top, bottom

and sides with required PVC/neoprene felt etc. Aluminium sections

shall be smooth, rust free, straight, mitred and jointed echanically

wherever required including cleat angle, Aluminium snap beading

for glazing / paneling, C.P. brass / stainless steel screws, all complete

as per architectural drawings and the directions of Engineer-in-

charge. Glazing and paneling to be paid for separately) :

21.1.1 For fixed portion.

39 Powder coated aluminium (minimum thickness of powder coating

40 Designing, fabricating, testing, installing and fixing in position

Curtain Wall with Aluminium Composite Panel Cladding, with open

8.32 grooves for linear as well as curvilinear portions of the building , for sqm

all heights and all levels etc. including: as per specification given in

Laying of one number PVC insulated and PVC sheathed / XLPE power

cable of 1.1 KV grade of following size direct in ground including

excavation, sand cushioning, protective covering and refilling the

trench etc as required.

SURFACE DRAIN WORKS

Earth work in excavation by mechanical means (Hydraulic

excavator)/manual means over areas (exceeding 30 cm in depth, 1.5

m in width as well as 10 sqm on plan) including getting out and

disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as

directed by Engineer-in-charge.

43 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, cum 19.00 196.00 3724.00

sides of foundations etc. in layers not exceeding 20cm in depth:

consolidating each deposited layer by ramming and watering, lead up

to 50 m and lift up to 1.5 m.

44 4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural cum 8.00 7780.30 62242.40

sources : 4 graded stone aggregate 40 mm nominal size derived

from natural sources)

5.9 Centering and shuttering including strutting, propping etc. and removal

of form for all heights :

Digitally signed by PRIYA

Name of Work- External Development work of Community Health Centre in Sector-9

45 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 20.00 392.15 7843.00

6.1 Brick work with F.P.S. bricks of class designation 75 in foundation and

46 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 20.00 7132.25 142645.00

13.7 12 mm cement plaster finished with a floating coat of neat cement of

TOTAL AMOUNT 6078027.30

TOTAL AMOUNT 6078027.30

Digitally signed by PRIYA