Repairing work of Mamlatdar Office at Nanapondha Ta. Nanapondha Dist. Valsad (Repairing Mamlatdar Chamber & Roof)

Sr. Description of Item Quantity Unit Rate Amount

1 Providing and fixing PVC Printed pain colour false ceiling with grid 28.78 Sqmt 773.66

type with alluminium frame consisting of 600mm x 600mm 3mm thick

plain PVC sheet used as panel insert in a frame work made using

anodized alluminium T section of size 1 x 1 (235 x 25mm, 19 gauge

or 1 mm thick) in square pattern of grid sizes of 2 x 2 (600 x 600mm)

The alluminium frame work is supported from the cceiling with the

help of G.I. hook and G.I. wire/6mm M.S. rods of required sizes to

maintain proper level etc. The aluminium frame work is supported on

side wall with the use of alluminium L section of size 1 x 1 (25 x

25mm) angles etc. complete as per direction of Engineer in charge.

Manufactures specification and drawing.

2 Providing laying and jointing in true line and level 15mm dia. U.P.V.C. 8.00 Rmt 72.65

Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

3 Providing laying and jointing in true line and level 25mm dia. U.P.V.C. 8.00 Rmt 91.84

Pipe ( SCH- 40) for cold water including fittings as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

4 Providing, laying and jointing in true line and level 75 mm dia. UPVC 8.00 Rmt 91.84

SWR Type B pipe conforming to IS 13592-1992 with one end plain

and other end socketed with rubbering and fitting 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 at every 2000 mm c/c or shall be

conceled in walss as directed including necessary fittings such as

bends, shoes etc. including testing of pipes and joints and jointed

with adhesive solvent cement including cost of all materials.

5 Providing, laying and jointing in true line and level 110 diametre 40.00 Rmt 836.73

U.P.V.C (Type B) 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 diametre x

mm length x 145 mm heigh at every 2000 mm center to center or

shall be concealed in walls as directed including necessary fittings

such as bends, shoes etc. including testing of pipes and joints and

jointed with adhesive solvent cement including cost of all materials.

6 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 2.00 Nos 571.08

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.

7 Providing laying and jointing in true line and level 40mm dia. U.P.V.C. 8.00 Rmt 148.12

Pipe ( SCH- 40) for cold water including fittings make PRINCE /

SUPREME / ASTRAL / FINOLEX or equivalent as approved by

Engineer In Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as directed

including necessary fittings etc. including testing of pipe and joints

and fixing the same with adhesive solvent, including cost of all

8 Providing and fixing screw down bib taps of following size.(B) Brass 1.00 Nos 186.83

chromium plated screws down Bib Tap. (i) 15mm dia.

9 Providing and fixing Stop tap brass screw down stop tap (i) 15 mm 2.00 Nos 205.83

10 Providing and fixing pillar tap, capstan head, screw down high 1.00 Nos 308.73

pressure with screws, shanks and back nuts. (i) 15mm dia.

11 Providing and fixing wash down water closet dual flushing system 1.00 Nos 4189.48

type (European type W C pan) with integral P and S trap including

jointing the trap with soil pipe in cement mortar 1:1 (1 cement five

sand) including providing and fixing plastic seat cover for wash down

WC with CP brass hinges and rubber buffers back plastic seat and

including providing and fixing PVC flushing tank with a pair of C I or

MS bracket with complete fitting such as lead valve siphon 15 mm dia

brass ball valve with polythene float CP brass handle unions and

couplings for connection with inlet out let and over flow pipes 40 mm

dia porcelain enameled flush bend including cutting holes in walls

and making good the same connection the flush bend with cistern

and closet vitreous china.

12 Providing and fixing wash basin with single hole for pillar tap with C.I. 1.00 Nos 1961.83

Or M.S. brackers painted white including cutting holes and making

good the same including pillar tap, Brass waste, stop cack , bottle

trap and M I fisher union fittings :(ii) Flat back wash basin 500mm x

400mm size including all necessary fittings etc complete shade and

pattern as approved by Engineer in charge.

13 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) 7.10 Sqmt 1397.83

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new

surface or fixing on existing flooring by adhesive material including

dismentaling of existing flooring and jointed with color

cement slurry including finised with flush pointing & cleaning the

surface etc. complete for DARK shade

14 Providing and laying coloured glazed tiles of the size 300 mm x 200 14.95 Sqmt 1441.22

mm x 8 mm / 300 mm x 450 mm x 8 mm in skirting, risers of steps

and dedo on 10 mm. thick cement plaster 1:3 (1 cement : 3 coarse

sand) & jointed with white cement slurry

15 Providing and laying water proofing treatment by conventional 7.10 Sqmt 897.89

method including cleaning the slab surface by wire brush as directed

including provding first layer of C.M. 1:4 of 40 mm thickness mixed

with water proofing compound at rate prescribed by manufacturer,

including putting of brick bats of average thickness 40 mm Well

immerssed in water laid uniformly on first layer of mortar including

applying cement slurry @ rate of 0.08 bag/sqm. on fixed layer of brick

bats including maintaining necessary slope, in second layer 40 mm

thick C.M 1:4 mixed with water proofing compound as directed,

including finishing smooth with cement slurry as directed complete.

16 (i) Half brick masonry in common brunt clay building bricks having 15.05 Sqmt 599.84

crushing strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4

(1- Cement : 4 -coarse sand ) in foundation and plinth (B)

17 Providing 15mm thick cement plaster in single coat on Rough 30.10 Sqmt 153.20

(Similar) side of single or birck walls / concrete wall for interior

plastering and finished even and smooth in C M 1:4 (1 cement :

coarse sand) finish etc. comp. For Ground floor

18 Applying two coats of (white cement based) or (acrylic lappy (putty)) 105.27 Sqmt 40.59

and 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.

19 Wall painting (Two coats) with plastic emulsion paint of approved 105.27 Sqmt 80.35

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.

20 Providing and fixing of Ridge flashing for roof panel shall be made 621.00 Sqmt 858.67

out of 0.5 mm thick pre coated GI sheet . The Precoated sheet shall

be of minimum 240 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 and polyester 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 complete.

21 Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. 234.10 Rmt 389.25

Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at

2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised

steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and

fixed to posts with G.I,staples including fixing the postsin ground with

0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

22 Providing and fixing decorative entrance gate made out of cast iron 637.20 kg 172.71

and various mild steel tabular section combination , the Ornamental

entrance gate should be fixed at compound wall including pattern and

die making , cutting , welding , grinding, fabrication , fixing in position

at compound wall with necessary pedestal, bearing block and other

locking arrangement. The entrance gate should be painted with two

coats of priming coat of paint, and two coat of oil paint etc complete.

As per detail design and instruction of architect.

23 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking 172.75 Sqmt 686.90

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 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.

24 Excavation for foundation upto1.50 MT depth including sorting out 2.92 Cumt 117.08

and stacking of useful materials and disposing the excavated stuff up

to 50 mt lead ( A ) loose or Soft Soil

25 Providing and laying controlled cement concrete M-150 and curing 0.83 Cumt 3894.07

complete including the cost of form work but excluding the cost of

reinforcement for reinforced concrete work in (a) Foundations,

footings Bases of columns and the like and Mass concrete.

26 Providing and laying controlled cement concrete M-250 and curing 3.11 Cumt 4266.53

complete excluding the cost of form work & excluding the cost of

reinforcement for reinforced concrete work in : (a) Foundations,

footings Bases of columns and the like and Mass concrete.

27 Brick Work using Fly ash bricks having crushing strength not less 2.37 Cumt 4348.45

than 70 Kg/sm. In foundation and plinth cement mortar 1:6 (1 cement

: 6 fine sand) Conventional

28 Providing T M T. bar reinforcement of Fe-500-D for R.C.C.work 544.35 Kg 76.21

including bending binding and placing in position complete for

29 20mm thick sand faced cement plaster on walls upto height 10 8.19 Smt 300.66

metres above ground level consisting of 12mm thick backing coat of

C.M. 1:3 (1-cement : 3-sand) and 8mm thick finishing coat of C.M. 1:1

(1-cement : 1-sand) etc. complete.

30 Providing and fixing machine cut free edges with rounded moulding 15.53 Kg 2425.01

machine cut machine polished 18 mm thick Granite stone in single

piece (Max 150 cm) Laid over 20 mm. (average thick base of cement

mortar 1:6 (1 cement : 6 coarse sand ) and laid over and jointed with

White cement slurry including rubbing and polishing and making

nos of groove along longitudinal directons etc. complete. 18 mm thick

31 Providing and fixing 90 cm high Stainless steel railing made from 21.20 Smt 3626.51

anticorrosive 304 grade S S pipe of 50 mm dia (16Gauge) as

hand rail with S S 304 grade Baluster of 38 mm dia (16Gauge) as a

vertical support fixed in RCC slab/steps of stair at 1.2m c/c including

three horizontal S S pipes of 25 mm dia (16Gauge) at equal

distance fixed by 18.75 mm dia (16Gauge) S S pipe with baluster

including accessories as per detailed drawing as directed etc.

32 Finishing Wall with weather proof exterior emulsion paint on wall 465.53 Smt 114.53

surface (two coats) (APEX type paint) of approved brand &

manufacture to give an required shape even shade after thoroughly

brushing surface to remove all dirt and remains of loose

powdered materials etc comp. for all height.

Deputy Executive Engineer, Executive Engineer

Dharampur (R&B) Sub Division Valsad (R&B) Division

Dharampur Valsad

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should be

written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…1223419.57 Put to tender Rs…1223419.57

Deduct ……. % below Rs……………… Add ……. % Avove Rs…………..….

Net Rs. ……………… Total Rs. ………….…

In words ………………….…………………… In words ………………….

*( please strike out whichever is not applicable)

An Amount of 0.00 (Rupees ) shall be recovered from the 1st RA Bill of this work towards salvage value of dismentalled /

Diversion material likely to be available from dismentalling the Dismentaling of stone flooring irrespective of the

dismentalled quantity actuallly received on site.

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

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.

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

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

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.

To be continued on additional sheet,if found necessary.

Deputy Executive Engineer, Executive Engineer

Signature of the contractor Dharampur (R&B) Sub Division Valsad (R&B) Division

Dharampur Valsad