Repairing & Renovation of Government Arts & Commerce College At Meghraj Taluka : Meghraj District : Arvalli

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

1 Dismentling doors, windows, ventilators etc. 253.00 257.48 No

(wood or steel) shutters including chowkhats

architraves, holdfasts and otherattachment

etc. complete and stacking them within all

lead andlift.(ii) Exceeding 3 Sq.M. in area.

2 Anti-Termite System:Providing and laying of 1300.00 134.33 Cu.M

permanent piping technology anti-termite

treatment before flooring work by installing LLDP

(Low linear density polyethylene) tube of 8 mm

O.D. & 6.4 mm 1.D. with inbuilt pressure

compensation chip every 30 cm interval in the

tube, having working pressure of 2 Kg/cm2 and

release rate of 1.9 Itr/hour fixed by P-clips and

nails. The LLDP pipe shall be installed at the

entire periphery of the building and at internal

network of building at a depth of 20 to 200 mm

under floor at every 2 to 3 mtr. c/c distance

(adjusted as per building layout ) & Ends of loop

pass through a PVC elbow of minimum 32 mm

ID at junction box of wall and floor level, entering

into a steel reinforced grooved flexible pipe of

minimum 22 mm ID leading into junction box and

the loops shall terminate in junction boxes & test

every junction during injecting chemicals for

termite control treatment. The anti termite

chemical Imidacloprid 30.5% SC mix as per IS-

6313 (part III) shall be injected by the pressure

pump diluted with water @ 10.5 ml/5 ltr of water

at the rate of 2 Kg/sq.cm @ 5 Ltr/SMT. The

contractor shall submit approved line plan for

piping system and junction boxes dully approved

by Engineer-in-Charge with bond of 5 year

warranty.(i)Anti Termite chemical injected area

(Chemical injecting incl. labour cost)

3 Removing and scraping of old deteriorated 520.00 19.92 Sqmt.

plaster of any thickness from wall/R.C.C

member including stacking of serviceable

material and disposal of unserviceable from

site of work with all lead and lift.

4 Providing and filling in foundation with 86.00 3345.58 Cu.M

ordinary Cement concrete M-100 mix and

providing necessary vertical pin headers

including formwork, vibrating, ramming and

curing complete.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

5 Providing and fixing pre-cast Rubber Dye / 523.00 706.93 Sqmt.

steel Dye inter locking concrete block 60mm

thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as

per approved design Confirming to IS

: 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in

proper line and level as per guidlines of IRC :

SP 63-2018 etc. Complete.

6 Providing and fixing pre-cast concrete kerb 300.00 374.92 Rmt

stone of gray cement based concrete block

30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design

and including excavation for fixing in proper

line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

7 Providing 10mm thick cement plaster (mala 520.00 164.63 Sq.M

troweled finish) in single coat on Celling,&

Soffits of Stair, concrete wall for interior

plastering finished even and smooth in (ii)

cement mortar 1:3 (1 Cement : 3 Sand) For

ALL Floors

8 Providing and fixing G.I. Rain water spout of 250.00 101.91 No

50mm dia. and 30cm. Length for Sunk Slab

or as directed by Engineer in Charge etc

9 Applying two coats of Birla or Asian (or 520.00 40.59 Sq.M

equivalent) acrylic lapy ( putty) & two coats of

primer of approved brand and manufacture

on new wall surface to give an even shade

including thoroughly brushing the surface

free from mortar dropping and other foreign

matter and sand papered smooth.

10 Wall painting (two coats) with plastic 520.00 82.97 Sq.M

emulsion paint of approved brand and

manufacture on undecorated wall surface to

give an even shade including throughly

brushing the surface free from mortar

droppings and other foreign matter and sand

papered smooth.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

11 Providing & fixing Door having 7.5 CM x 5 12.00 3092.62 Sq.M

CM Teak wood frame with Double shutters

of Teak Wood Top & Style rail of Size

CM x 5 CM and With all proof plywood 6mm

& both Side Pre-Laminate 1mm thick sheet

with 30 cm long Stainless Steel pipe handle

on both side SS ASIS 304 Grade, Floor

Spring each side, SS Stopper 30 CM,SS

Aldrop 30CM both side, fixtures & fastenings

as directed by Engineer in Charge, etc.

complete. For Door D

12 Providing and fixing door having side hung 108.00 3108.78 Sq.M

single shutter having factory fabricated std.

Extruded aluminum colour anodized hollow

section {Jindal Section No. 19552 for door

frame, hollow portion of door frame shall be

filled with non teakwood wood} with factory

made 35 mm. Thick flush door both side pre

laminated with latch lock as per detail colour

& pattern approved by this office including

necessary C.P. brass fixtures and

fastenings.

13 Providing and fixing Jindal Deluxe 27 mm 334.00 2983.74 Sq.M

series or eqivalent Three track Alluminium

window with Frame outer top , bottom and

side member size 91 x 45 mm Jindal section

no - 21401 , with sliding shutters of single

glass shutter top bottom & side member size

65 x 28 mm Jindal section No - 21481 & Inter

lock member size 37 x 31.75 mm Jindal

section no - 19442 with 5 mm thick

transparent bronze colour tinted float glass

for Shutter with Colou Anodized aluminum

Section, Fittings, Fixtures,Rubber Gasket

and transparent silicon sealant glass fixing to

frame as per drawing and instruction of

Engineer - in - charge etc. complete.For W2

14 Providing and fixing standared extruded of 37.00 1525.00 Sqmt.

alluminium section of size 63mm x 38.10mm

x 1.2mm (Jindal Section :2434, @ Wt.

Kg/mt) with colour anodized alluminium

frame for ventilation with 5 mm thick frosted

glass as details etc complete for Ventilation

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

15 Providing, laying and jointing in true line and 200.00 876.11 Rmt

level 110 diameter U.P.V.C SWR (Type B)

Pipe conforming to IS 13592-1992 with one

end plain and other end socketed with rubber

ring, & fittings conforming to ISI 14735-1999

of approved make for drainage system pipe

line, pipe shall be jointed with each other with

rubber lubricant, pipe shall be fixed on wall

using of PVC clamp of the size 110 mm

diameter x 149 mm length x 145 mm height

at every 2000 mm centre to centre or shall

be concealed in walls as directed including

necessary fittings such as bends, "Y" "T"

shoes etc. including testing of pipes and

joints and jointed with adhesive solvent

cement including cost of all materials.

16 Providing laying and jointing in true line and 85.00 72.65 Rmt.

level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for

cold water including fittings asapproved by

Engineer In Charge. Pipe shall be fixed on

the wallwith the help of clamp at every two

metre C/C or shall beconcealed as directed

including necessary fittings etc.

includingtesting of pipe and joints and fixing

the same with adhesivesolvent, including

cost of all materials.

17 Providing and fixing wash down water closet 4.00 3675.39 No

(European W.C. Pan) with integral P or S

trap and PVC dual flush tank with complete

fittings including cutting holes in walls and

making good the same connecting the flush

bend with cistern and closet etc. complete

including plastic seat cover and including

jointing trap with Waste pipe overall size as

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

18 Providing and fixing urinal of approved 8.00 1142.77 No

quality including connecting urinal with waste

pipe ,tap etc. complete (A) white earthen

ware flat back type size 430 mm x 260 mm x

350 mm including 32mm dia C.P. brass

waste Coupling with PVC Waste pipe and

PTMT Spreader with 15mm dia flexible pipe.

19 Providing and fixing Urinal of approved 8.00 1619.12 No

quality including connection with trap and

with integral longitudinal flush pipe.(A)

Squating plate pattern white earthenware

20 Providing and fixing screw down bib taps of 70.00 186.83 No

following size.(A) Brass screw down bib tap

polished bright. (i) 15mm dia.

21 Providing and fixing brass screw down stop 18.00 205.83 No

tap.(A) 15mm dia. Jaquar, plumber, ess, or

equiavalent make as approved by Engineer

In Charge.

22 Providing and fixing PVC SWR Nahni trap IS 12.00 586.60 No

14735 for drain - 100 mm diameter with jali

of the following nominal diameter of self

cleansing design with C.I scread down or

hinged grating including the cost of cutting

and making good the walls.

23 Providing and fixing S.W. Gully trap with C I 6.00 1246.92 No

grating brick masonry chamber and water

tight C I cover with frame of 300 x 300 mm

size (inside) with standard weight (i)square

mouth traps (C) 150 mm x 100 mm size P or

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

24 Providing and fixing C.P. brass towel rail 10.00 616.42 No

complete with C.P. Brass brackets fixed to

wooden plugs with C.P. Brass screws, (B)

600mm x 20 mm size

25 Providing and fixing in position PVC cowel 28.00 252.50 No

went to pipes.(B) 110mm dia.

26 Providing and fixing to wall, ceiling and floor 24.00 339.05 Rmt.

10.0 Kg f/cm2 working pressure polyethylene

pipes of the following outside dia. Low

density, complete with special flange

compression type fittings wall clamps etc.

including making good the wall, ceiling and

floor. (G)110 mm

27 Constructing brick masonry chamber for 4.00 3660.76 No

under ground C.I. Inspection chamber and

bends with bricks having crushing strength

not less than 35 Kg/cm2 in cm. 1:5 C.I.

Cover with frame (light duty) 455 mm. X

mm. Internal dimensions, Total weight of

cover with frame to be not less than 38 Kgs.

weight of cover 23 Kg. and wt. of frame

Kg) R.C.C. top slab with 1:2:4 mix(1 cement :

2 coarse sand : 4 graded stone aggregate

mm. size ) foundation concrete 1:5:10 inside

plaster 15 mm. thick with cement mortar 1:3

finished smooth with a floating coat of neat

cement on walls & abed concrete etc.

complete.(ii) Inside dimensions, 500 mm. x

700 mm. and 450 mm. Deep for pipe line

with one or two inlets.

Description of Item

(with brief specification and reference to Quantity Rate In figures Unit Amount

book of specifications)

28 Earthwork for embankment including 7800.00 131.93 Cum

breaking clods, dressingwithall leadand lift

and including watering rolling and

consolidation of subgrade in layers at O.M.C.

to required dry density including filling the

depression which occur during the process

using power roller 8T to 10T.(E) From

Borrow area within Land Width.

Total Rs.

Rupees ThirtyNine Lakh ThirtyFive Thousand Eight Hundred Six and Paisa ThirtyEight Only

I / We am / are willing to carry out the work at ________________________________% above / below

percent (should be written in figure and words) of the estimated rate mentioned above. Amount of my /

our tender works out as under.

Estimated amount put to tender Estimated amount put to tender

Deduct_________% Below Add_________% Above

Net Rs.__________________ Net Rs.__________________

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

Deputy Executive Engineer Executive Engineer

R.& B. Sub Division R.& B. Division

Malpur Modasa