M&R to Smritivan Museum at Bhuj (Painting work for central spine Tensile PTFE Roofing structural steel, Light and CCTV Pole Repainting, Shed on 625KVA Sub station, PCC Work and Misc Civil Maintainace Work)

Name of work :-

M&R to Smritivan Museum at Bhuj (Painting work for central spine

Tensile PTFE Roofing structural steel, Light and CCTV Pole

Repainting, Shed on 625KVA Sub station, PCC Work and Misc Civil

Maintainace Work)

Bill of Quantity

Memorandum showing items of works to be carried out.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

1 7.00 Providing and fixing stainless steel 14897.50 Rupees Rmt.

AISI 316 Grade Stainless Steel Fourteen

Knock Down railing system with 12 Thousand

mm toughened glass of approved Eight Hundred

make with satin finish and loading Ninety Seven

tested as per International load And Paise Fifty

Testing Criteria. (Without any Only

welding, Fabrication, and Buffing

on site) made of Hollow tubes,

channels, plates, special glass

holding fixtures, etc., including

welding, grinding, buffing, polishing

and making curvature (wherever

required) and fitting the same with

necessary stainless steel nuts and

bolts complete, on the top of the

floor or the side of waist slab with

the suitable arrangement as per

drawing and as directed by an

engineer in charge. The balustrade

would be fixed onto floor/waist slab

with casted base plate of S.S

with High Strength 2 NOS Anchor

fasteners and whenever required,

joints to be filled with bushings for

extra strength. Shop drawing

provided by vendor/contractor for

approval by client/architect.

Approved Make: Ozone, Kich, Aegis

2 8685.00 Applying priming coat over new 36.42 Rupees Thirty Sqm.

steel and other metel surface after Six And Paise

and including preparing the surface Forty Two Only

by throughly cleaning, oil,grease,

dirt and other foreign matter and

scoured with brushes fine steel

wood, scrapers and sand paper

with ready mixed priming paint

brushing red lead.

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

3 8685.00 Painting Two coats (excluding 115.05 Rupees One Sqm.

priming coat) on previously painted Hundred

steel and other metal surface with Fifteen And

enamel paint, brushing to give an Paise Five Only

even shade including cleaning the

surface of all dirt, dust and other

foreign matter.

4 99.00 Excavation for foundation upto 1.5 122.93 Rupees One Cum.

m depth including sorting out and Hundred

stacking of useful materials and Twenty Two

disposing off the excavated stuff And Paise

upto 50 Meter lead.(A)Loose or soft Ninety Three

5 79.00 Providing and laying 200mm thick 1307.95 Rupees One Cum.

Granular Sub Base (Grade - I ) By Thousand

providing coarse graded materials Three Hundred

in uniform layers with motor grader Seven And

on prepared surface, mixing by mix Paise Ninety

in place method with rotavator at Five Only

OMC, and compacting with

vibratory roller to achive the

desired density, complete as per

6 100.00 Providing and laying cement 4290.66 Rupees Four Cum.

concrete 1:1.5:3 (1- Cement : 1.5- Thousand Two

Coarse/Fine sand : 3- graded Hundred

stone aggregates 20 mm nominal Ninety And

size) and curing complete including Paise Sixty Six

cost of formwork in (A) Foundation Only

7 106.00 Steel work, riveted in built up 6747.08 Rupees Six Qtl.

sections framed work including Thousand

cutting, hoisting, fixing in position Seven Hundred

and applying a priming coat of red Forty Seven

lead paint. (D) In trussses and And Paise

trussed purlins, upto 25 M. span Eight Only

and 15 M ovarall height

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

8 317.00 Providing and fixing of Ridge 867.38 Rupees Eight Sqm.

flashing for roof panel shall be Hundred Sixty

made out of 0.5 mm thick pre Seven And

coated GI sheet . The Precoated Paise Thirty

sheet shall be of minimum 240 Eight Only

mpa steel grade confirming to IS

14246:1995 and shall have zinc

coating of minimum 120 gsm as

per IS:277:1992 , 5-7 microns

epoxy primer on both side of the

sheet andpolyester top coat 15-18

micron. The PPGI Sheet shall have

plastic protective guard film of

minimum 25 microns to avoid

scratches during transportation.

The ridge shall be fixed to the steel

members by pop rivet or self

drilling/self stitching fastners @

maximum 450 mm c/c along

length of capping/flashing etc

9 6.00 Providing and fixing wet cladding in 1161.50 Rupees One Sqm.

(wall lining) any shape at all levels Thousand One

with 18 mm thick gang saw cut Hundred Sixty

stone with (machine cut edges) of One And Paise

uniform colour and size,upto Fifty Only

0.75mx0.60m, backing filled with

a grout of average 12 mm thick

cement mortar 1:3 (1 cement :

coarse sand) mixed with adhesive

in proportion as per manufacture's

specification, including pointing in

white cement mortar 1:2 (1 white

cement : 2 stone dust) with an

admixture of pigment matching the

stone shade at all levels including

cutting, making recesses in stone

slab, drilling holes, rubbing,

polishing, curing, and scaffolding

etc complete in the required

pattern as per drawing and as

direct cted by engineer in charge.

(A) Khavda stone

It. Qty. Item of work Estimated Rates Unit Total amount

It. Qty. Item of work Estimated Rates Unit Total amount

No. Estimated according to

but may be In Figures In Words estimated Quantities

10 43.00 Providing and fixing dry cladding in 3030.00 Rupees Three Sqm.

any shape (wall lining) at all levels Thousand

with 25 mm thick gang saw cut Thirty Only

stone with (machine cut edges) of

uniform colour and size upto

2mx0.6m, fixed on any surface

using HC-SF-R SS or equivalent

clamp of 304 hybrid grade with

stainless steel. Clamp body shall be

of 304 grade wherein pin,

externally threaded rod, internally

threaded tube shall be of

grade. The clamp body shall be of

minimum 5mm thickness and shall

be able to carry a dead load of

Kgs at minimum offset.The clamp

shall be available with variable

offset lengths from 50-65mm. For

Clamp fixing, anchors HRD HR2 or

equivalent of 10 mm dia. (100 mm

long) to be used. The anchor

should be made of polyamide sleeve

PA6 grade and stainless steel A2

Grade. Sealing of stone joints with

approved weather sealant including

cutting, making recesses in stone

slab, drilling holes,rubbing,

polishing,curing, and scaffolding

etc complete in the required

11 611.00 Providing Birdnet on courtyard 338.35 Rupees Three Sqm.

open area as per directed by Hundred Thirty

Engineer in charge. Eight And

Rupees Thirty Two Lakh(s) Ninety Eight Thousand Five Hundred Four And Paise Thirty Six Only

Estimated amount put to tender Estimated amount put to tender

Deduct………% below Add………% Above

In words In words

1 The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2 The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3 GST and Income tax TDS will be deducted at a source while making payments of bills

4 In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items

where there is a change as per actual mix design the cost of difference of cement consumption have been

deducted from the rate of original item at the rate of input rate mentioned in all the tender.

Signature of Contractor Executive Engineer

R & B Division, Bhuj