Construction of Community Hall Building At - Chiloda., Ta. Gandhinagar.Dist. Gandhinagar.

Construction of Community Hall Building At - Chiloda., Ta. Gandhinagar.Dist. Gandhinagar.

QUANTITY STATEMENT

It. Description of Item (with brief specification and Estimated rate

Quantity Unit Rate In Amount

No. reference to book of specifications) In words

1 Excavation for foundation upto 1.50mt.Depth including 185.69 Cum. 157.16 Rupees One

sorting out and stacking of useful materials and disposing of Hundred Fifty

the excavated stuff as directed with in all lead & Lift (B) Seven and Paise

Dense or Hard soil. Sixteen Only

2 Excavation for foundation up to 1.5M. to 3.0 mt. Depth 101.14 Cum 287.21 Rupees Two

including sorting out and stacking of useful materials and Hundred Eighty

disposing of the excavated stuff up to 50M. Lead (C) Hard Seven and Paise

Murrum Twenty One

3 Filling available excavated earth excluding rock in trenches 200.78 Cum 136.92 Rupees One

plinth side of foundation etc. in layer not exceeding 20cm. Hundred Thirty

In depth consolidation each deposited layer by ramming Six and Paise

and watering. Ninety Two Only

4 Filling foundation and plinth with murrum or selected soil in 80.65 Cum 277.14 Rupees Two

layers of 20 cm. thickness includind watering, ramming and Hundred

consolidating etc. comp. Seventy Seven

5 Applying general insecticide pest control treatment to 198.00 Sqm. 91.63 Rupees Ninety

floors, cupboards etc including labour material etc. One and Paise

complete. Using Heptachloride 20 EC. As Per 6113_pests Sixty Three Only

Consentration Weight 0.50 percent is recommended one

litre chemical emulsion dillute with 39 liter of water will

give. Total dillute concrentration will be 40 litre inclusive of

one litre chemical emulsion appication 0.5 Litre chemical /

Sqm of surface is recommended as per I.S

6 Providing and laying cement concrete 1:2:4 (1- Cement : 2- 16.00 Cum 3758.19 Rupees Three

Coarse sand : 4- graded stone aggregates 20 mm nominal Thousand Seven

size) and curing complete excluding cost of formwork in (A) Hundred Fifty

Foundation and Plinth Eight and Paise

7 Providing and laying nominal cement concrete M-200 in R. 50.00 Cum 4750.22 Rupees Four

C. C. 1:1 1/2 :3 (1 cement : 1 1/2 coarse sand : 3 graded Thousand Seven

stone aggregate 20 mm. Nominal size) and curing complete Hundred Fifty

including the cost of form work but excluding the cost of and Paise

reinforcement for R.C.C. work in foundation footing base of Twenty Two

column & mass concrete. Only

8 Providing and laying nominal cement concrete M-200 in 8.00 Cum 7151.99 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand One

stone agregate 20 mm. Nominal size) including finishing Hundred Fifty

smooth with curing complete including the cost of form One and Paise

work but excluding the cost of reinforcement for R.C.C. Ninety Nine Only

work in column Upto ground level.

9 Providing & laying cement concrete 1: 3 : 6 ( 1 Cement : 3 25.00 Cum 3396.68 Rupees Three

Coarse sand : 6 graded B.T stone aggregate 20mm Thousand Three

nominal size) Curing comp. including cost of form work in Hundred Ninety

foundation and plinth. Six and Paise

Sixty Eight Only

10 Providing and laying nominal cement concrete M-200 in 12.80 Cum. 7456.31 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Four

stone agregate 20 mm. Nominal size) including finishing Hundred Fifty

smooth with curing complete including the cost of form Six and Paise

work but excluding the cost of reinforcement for R.C.C. Thirty One Only

work in column for ground Floor

11 Providing and laying nominal cement concrete M-200 in 5.00 Cum. 7497.43 Rupees Seven

R.C.C. 1: 2 :4 (1 cement : 2 coarse sand : 4 graded stone Thousand Four

agregate 20 mm. Nominal size) including finishing smooth Hundred Ninety

with curing complete including the cost of form work but Seven and Paise

excluding the cost of reinforcement for R.C.C. work in Forty Three Only

column for First floor.

12 Providing and laying nominal cement concrete M-200 in 14.00 Cum 5870.02 Rupees Five

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Eight

stone agregate 20 mm. Nominal size) including finishing Hundred

smooth with curing complete including the cost of form Seventy and

work but excluding the cost of reinforcement for R.C.C. Paise Two Only

work (c) PLINTH BEAM

13 Providing and laying nominal cement concrete M-200 in 26.30 Cum. 6216.44 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Two

stone agregate 20 mm. Nominal size) including finishing Hundred Sixteen

smooth with curing complete including the cost of form and Paise Forty

work but excluding the cost of reinforcement for R.C.C. Four Only

work for Beam Ground Floor.

14 Providing and laying nominal cement concrete M-200 in 1.50 Cum. 6257.56 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Two

stone agregate 20 mm. Nominal size) including finishing Hundred Fifty

smooth with curing complete including the cost of form Seven and Paise

work but excluding the cost of reinforcement for R.C.C. Fifty Six Only

work for Beam First Floor.

15 Providing and laying nominal cement concrete M-200 in 2.70 Cum. 7642.88 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Six

stone agregate 20 mm. Nominal size) including finishing Hundred Forty

smooth with curing complete including the cost of form Two and Paise

work but excluding the cost of reinforcement for R.C.C in Eighty Eight Only

LINTELS Ground Floor.

16 Providing and laying nominal cement concrete M-200 in 0.48 Cum. 7684.00 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Six

stone agregate 20 mm. Nominal size) including finishing Hundred Eighty

smooth with curing complete including the cost of form Three and Paise

work but excluding the cost of reinforcement for R.C.C in Ninety Nine Only

LINTELS First Floor.

17 Providing and laying nominal cement concrete M-200 in 4.01 Cum. 6546.55 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Five

stone agregate 20 mm. Nominal size) including finishing Hundred Forty

smooth with curing complete including the cost of form Six and Paise

work but excluding the cost of reinforcement for R.C.C in Fifty Four Only

CHHAJJAS Ground Floor.

18 Providing and laying nominal cement concrete M-200 in 27.27 Cum 6739.02 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Seven

stone agregate 20 mm. Nominal size) including finishing Hundred Thirty

smooth with curing complete including the cost of form Nine and Paise

work but excluding the cost of reinforcement for R.C.C in Two Only

slabs for Ground Floor.

19 Providing and laying nominal cement concrete M-200 in 2.55 Cum 6780.14 Rupees Six

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Seven

stone agregate 20 mm. Nominal size) including finishing Hundred Eighty

smooth with curing complete including the cost of form and Paise

work but excluding the cost of reinforcement for R.C.C in Fourteen Only

slabs for First Floor.

20 Providing and laying nominal cement concrete M-200 in 2.18 Cum 7277.05 Rupees Seven

R.C.C. 1:1 1/2 :3 (1 cement :1 1/2 coarse sand : 3 graded Thousand Two

stone agregate 20 mm. Nominal size) including finishing Hundred

smooth with curing complete including the cost of form Seventy Seven

work but excluding the cost of reinforcement for R.C.C in and Paise Five

Staircase from Ground Floor to F.F. Only

21 Providing T.M.T. bar FE500/500D reinforcement confirmed 14785.00 Kg 77.29 Rupees Seventy

to for R.C.C. work including bending, binding, and placing. Seven and Paise

In position comp. Up to floor two level Twenty Nine

22 Brick work using common burnt clay building bricks having 19.00 Cum 4214.09 Rupees Four

crushing strength not less than 35 Kg./Sq.m. in foundation Thousand Two

and plinth in cement mortar 1:6 (1 cement:6 fine sand) (b) Hundred

Conventional. Fourteen and

Paise Nine Only

23 Brick work using common burnt clay building bricks having 36.00 Cum 4502.81 Rupees Four

crushing strength not less than 35 Kg./ Sqm. in cement Thousand Five

mortar 1:6 ( 1 cement : 6 Fine sand ) in super structure Hundred Two

above plinth level upto floor two level ( for G.F ) and Paise Eighty

Conventional One Only

24 Brick work using common burnt clay building bricks having 15.50 Cum 4544.93 Rupees Four

crushing strength not less than 35 Kg./ Sqm. in cement Thousand Five

mortar 1:6 ( 1 cement : 6 Fine sand ) in super structure Hundred Forty

above plinth level upto floor two level ( for F.F ) Four and Paise

Conventional. Ninety Two Only

25 Half brick masonary in common burnt clay building bricks 44.00 Sqm. 752.30 Rupees Seven

having crushing strength not less than 35kg./sq.cm. in Hundred Fifty

cement mortar 1:3 (1 cement : 3 coarse sand ) with 2nos. of Two and Paise

6mm dia mild steel round bars every three coarse Thirty Only

embedded in cement mortar in superstructure for Ground

floor (Conventional)

26 Providing and fixing 35 x 100mm Size M.S. pipe Hollow 6.80 Sqm. 7033.64 Rupees Seven

Frame as shown in details section double shutters specially Thousand Thirty

designed hollow door made out of 25x 25mm indian teak Three and Paise

wood frame work with 19mm thick water proof ply and Sixty Four Only

lamination over it on both side col

27 Providing and fixing door Double shutter having factory 12.60 Sqm. 4367.24 Rupees Four

fabricated std. Extruded aluminium colour anodized hollow Thousand Three

section {Section 63.50 x 38 mm x 2.50 mm thick } for door Hundred Sixty

frame, hollow portion of door frame shall be filled with Seven and Paise

wood to be insert for durable grip of door hinges, with Twenty Four

factory made 38 mm.thick flush door both side pre Only

laminated with 6 Lever Mortice lock , SS Aldrop 30cm long,

SS Handle size 15 Cm Long, Tower Bolt size 20 cm etc. as

per detail colour & pattern approved by this office including

necessary anodized alluminum fixtures and fastenings.

28 Providing and fixing door Single shutter having factory 9.00 Sqm. 4806.59 Rupees Four

fabricated std. Extruded aluminium colour anodized hollow Thousand Eight

section {Section 63.50 x 38 mm x 2.50 mm thick } for door Hundred Six and

frame, hollow portion of door frame shall be filled with Paise Fifty Nine

wood to be insert for durable grip of door hinges, with Only

factory made 38 mm.thick flush door both side pre

laminated with 6 Lever Mortice lock , SS Aldrop 30cm long,

SS Handle size 15 Cm Long, Tower Bolt size 20 cm etc. as

per detail colour & pattern approved by this office including

necessary anodized alluminum fixtures and fastenings.

29 Providing and fixing FRP frame size 100x50 mm and 28mm 4.80 Sqm. 2377.76 Rupees Two

thick FRP depress panel shutter having extra reinforcement Thousand Three

on sides & edges in Gel coat finish. The core of the shutter Hundred

& frame is to be filed up with injected fire retardant grade Seventy Seven

polyurethene foam done in situ alongwith embedded and Paise

wooden pieces for stiffening & also taking hinges & fintures. Seventy Six Only

The whole FRP frame & shutter is to be water proof

weather proof, termite proof & resistance to mild

acid/alkali. Rates are to be inclusive of S.S hinges with

necessary screws & alluminium fixtures & fastenings &

fastener sleeve.

30 Providing and fixing Anodized Alluminum Section Jindal 25.00 Sqm 3350.17 Rupees Three

Deluxe Sliding Window System 27mm series THREE track Thousand Three

window as shown in elevation, shutter with 5mm thick Hundred Fifty

transparent plain float glass, with transparent silicon and Paise

sealant with allu. anosized coated fittings and fixture etc Seventeen Only

31 Providing and fixing standared extruded of alluminium 2.00 Sqm 1301.82 Rupees One

section of size 63mm x 38.10mm x 1.2mm (Jindal Section Thousand Three

:2434, @ Wt. 0.643 Kg/mt) with colour anodized Hundred One

alluminium frame for ventilation with 5 mm thick frosted and Paise Eighty

glass as details etc complete for Ventilation {Colour as One Only

directed by Engineer in charge except black & Alluminum

section shall be Jindal or equivalent brand and glass of

Modiguard, AIS or equivalent brand}

32 Providing and fixing Safty grills of required pattern for 504.00 Kgs. 112.62 Rupees One

windows Rectangular CRC pipes of size 50 x 30 x 2mm at Hundred Twelve

required spacing as per design including fixing rat mesh and Paise Sixty

and hold fasting with coach bolts including one coat of One Only

primer and two coats of mattfinished oil painting etc

33 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 179.00 Sqm 1120.36 Rupees One

24'' in flooring treads of steps and landing laid on a bed of Thousand One

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) Hundred Twenty

finishing with flush pointing in white cement. and Paise Thirty

34 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 7.70 Sqm 1114.09 Rupees One

24'' in skrting risers of steps and dedo on 10mm thick Thousand One

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed Hundred

with white cement slurry Fourteen and

Paise Nine Only

35 Providing and laying Ceramic tiles 6mm thick in flooring 10.00 Sqm 1017.30 Rupees One

treads of steps and landing laid on a bed of 12mm thick Thousand

cement mortar 1:3 (1-cement : 3-coarse sand ) finishing Seventeen and

with flush pointing in white cement. Paise Thirty

36 Providing and layingCeramic tiles 6mm thick in skrting 45.00 Sqm 1074.00 Rupees One

risers of steps and dedo on 10mm thick cement plaster 1:3 Thousand

(1-cement : 3-coarse sand) and jointed with white cement Seventy Four

slurry and Paise Zero

37 Providing and laying Machine cut, Free edges, Machine 20.70 Sqm 2404.81 Rupees Two

polished Green Marble stone slab 18 mm (Average) thick Thousand Four

{Single piece not more than 150 cm } for stair steps and Hundred Four

riser as per design incl. full moulded round front edge & 1 and Paise Eighty

cm nosing & necessary groobe on trade of steps laid on 20 One Only

mm thick cement mortar 1:6 (1 -cement : 6 coarse sand )

jointed with grey cement slurry including rubbing and

polishing etc. complete

38 Providing and laying broken china mosaic flooring 233.00 Sqm 779.70 Rupees Seven

for terrace using 12 mm to 20 mm broken pieces of glazed Hundred

tiles to be laid over cement mortar 1:3 to plain or slope and Seventy Nine

to be tempered to bring mortar creme out upto surface and Paise Sixty

using white cement including rounding off junctions and Nine Only

extending them upto 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.

39 Providing 15mm thick cement plaster ( Mala Trowel finish) 301.00 Sqm 215.65 Rupees Two

in Single coat on brick/concrete walls for interior plastering Hundred Fifteen

upto floor two level and finished even and smooth in (i) and Paise Sixty

Cement mortar 1:4 (1-cement:4-sand) including finishing Five Only

coat of neat cement slurry for Ground Floor

40 Providing 15mm thick cement plaster ( Mala Trowel finish) 100.00 Sqm 240.21 Rupees Two

in single coat on brick/concrete walls for interior plastering Hundred Forty

upto floor two level and finished even and smooth in (i) and Paise

Cement mortar 1:4 (1-cement:4-sand) including finishing Twenty One

coat of neat cement slurry for First Floor Only

41 Providing 10mm thick cement plaster in single coat on 250.00 Sqm 211.98 Rupees Two

brick/concrete walls for interior plastering upto floor two Hundred Eleven

level and finished even and smooth in (i) Cement mortar and Paise Ninety

1:3 (1-cement:3-sand) including finishing with a flating coat Eight Only

of neat cement slurry etc. complete. for Ground Floor

42 Wall painting (two coats) with plastic emulsion paint of 401.00 Sqm 83.18 Rupees Eighty

approved brand and manufacture on undecorated wall Three and Paise

surface to give an even shade including throughly brushing Eighteen Only

the surface free from mortar droppings and other foreign

matter and sand papered smooth.

43 Wall painting (two coats) with plastic emulsion paint of 250.00 Sqm 88.87 Rupees Eighty

approved brand and manufacture on undecorated Ceiling Eight and Paise

surface to give an even shade including throughly brushing Eighty Seven

the surface free from mortar droppings and other foreign Only

matter and sand papered smooth.

44 20mm thick sand faced cement plaster on walls upto height 360.00 Sqm 315.69 Rupees Three

10 metres above ground level consisting of 12mm thick Hundred Fifteen

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

finishing coat of C.M. 1:1 (1-cement : 1-sand) etc. complete. Eight Only

45 Providing and laying Mirror polished Machine polished Gren 36.90 Sqm. 2634.08 Rupees Two

Marble stone slab 18 mm (Average) thick for For Doors / Thousand Six

WIndows cill & Jams Clading as per design incl. full Hundred Thirty

moulded round front edge in trade of steps laid on 20 mm Four and Paise

thick cement mortar 1:6 (1 -cement : 6 coarse sand ) Eight Only

jointed with grey cement slurry including rubbing and

polishing etc. complete For Doors / WIndows cill & Jams

46 Finishing wall with weather proof exterior emulsion paint 360.00 Sqm. 120.26 Rupees One

on wall surface (two coats) to give an required shape even Hundred Twenty

shade after thoroughly brushing the surface to remove all and Paise

dirt, and remains of loose powdered materials.etc complete Twenty Six Only

47 Providing laying and joining in true line and level U.P.V.C. 25.00 Rmt. 91.84 Rupees Ninety

Pipe (SCH-40) including fittings of Prince / Supreme / Astral One and Paise

/ Finolex or equivelant make or as approved by Engineer in Eighty Three

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

clamp at every two meter 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 materials (i) 25mm dia.

48 Providing laying and joining in true line and level U.P.V.C. 20.00 Rmt. 72.65 Rupees Seventy

Pipe (SCH-40) including fittings of Prince / Supreme / Astral Two and Paise

/ Finolex or equivelant make or as approved by Engineer in Sixty Four Only

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

clamp at every two meter 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 materials (ii) 15mm dia.

49 Providing and fixing screw down bib taps of following 5.00 No. 186.83 Rupees One

size.(B) Brass chromium plated screws down Bib Tap. (i) Hundred Eighty

15mm dia. Six and Paise

Eighty Two Only

50 Providing and fixing brass screw down stop tap.(A) 15mm 4.00 No. 205.83 Rupees Two

dia. Hundred Five

and Paise Eighty

51 Providing and fixing Urinal or approved quality including 5.00 No. 1074.86 Rupees One

conecting the Urinal with waste pipe , tap etc. complete.(A) Thousand

White earthenware flat back or corner type size 430mm x Seventy Four

260mm x 350mm. and Paise Eighty

52 Providing and laying Both side mirror polished Granite 1.80 Sqm. 1682.66 Rupees One

stone slab 18 mm (Average) thick of approved quality incl. Thousand Six

full moulded round front edge fixed in wall for partition and Hundred Eighty

jointed with grey cement slurry including rubbing and Two and Paise

polishing etc. complete Sixty Six Only

53 Providing and fixing pillar tap, capstan head, screw down 2.00 No. 308.73 Rupees Three

high pressure with screws, shanks and back nuts. (i) 15mm Hundred Eight

54 Pro. & Fix. wash down water closet (European W.C pan of 3.00 No. 2333.10 Rupees Two

Vitreous china Patern.) with integral" p " or " s " trap and Thousand Three

PVC flushing cistern with a pair of C.L.I. Or Mild steel Hundred Thirty

Brackets, complete with fittings such as lead value siphon, Three and Paise

15 mm. Nominal size brass ball valve with polythene float, Ten Only

C.P. Brass handle unions and couplings for connections with

inlet, outlet and over flow pipes, 40 mm. dia. flush bend

including cutting holes in walls and making good the same

connecting the flush bend with cistern and closet etc comp

incl plastic sheet cover including jointing trap with pipe in

cm 1:1 (a ) Vitreous china in white or color

55 Providing and fixing wash basin with pedestal of std. Height 2.00 Nos. 1849.31 Rupees One

with single hole for pillar tap with C.I or M.S brackets Thousand Eight

painted white including cutting cutting holes and making Hundred Forty

good the same including C.P. brass waste and waste pipes Nine and Paise

and bottal trap (A) Vitreous China: (ii) Flat Back washbasin Thirty One Only

550 mm x 400mm size.In colour.

56 Providing erecting and fixing double coated Syntex PVC. 1500.00 Litre 3.95 Rupees Three

(ISI) water tank of required capacity each with all and Paise Ninety

necessary fittings and connection etc. complete on terrace. Four Only

57 Providing and fixing Handle valve of approved brand (B) 2.00 No. 373.70 Rupees Three

25mm dia., Hundred

58 Providing and fixing C.P. brass towel rail comlete with C.P. 2.00 No. 616.42 Rupees Six

brass brackets fixed to wooden plugs with C.P. brass Hundred Sixteen

scews.(B) 600mm x 20mm size. and Paise Forty

59 Providing & Fixing PVC SWR Nanhi trap IS: 14735 for drain 4.00 No. 599.64 Rupees Five

with jali of the following nominal diameter of self cleaning Hundred Ninety

design with C.I. screwed down or hinged grating including Nine and Paise

the cost of cutting and making good the walls and floors Sixty Three Only

100mm inlet and 50mm outlet. size P of R type

60 Providing and fixing S.W. gully trap with C.I. grating brick 2.00 No. 1246.92 Rupees One

masonry chamber and water tight C.I. cover with frame of Thousand Two

300mm x 300mm size (inside) with standard weight. (i) Hundred Forty

Square mouth traps.(B) 150mm x 100mm size P of R type Six and Paise

Ninety One Only

61 Providing laying and jointing in true line and level U.P.V.C. 12.00 12 756.22 Rupees Seven

S.W.R. Type B pipe confirming to IS 13592-1992 with one Hundred Fifty

end plain and other end socketed with rubbering , & fitting Six and Paise

confirming to ISI 14735-1999 of approved make for drainge Twenty One

system pipe line, pipe shall be jointed with each other with Only

rubber lubricant, pipe shall be fixed on wall using of PVC

clamp of the size 160mm diameter x 210mm length x

196mm high at every 2000mm center to center or shalll be

concealed in walls as directed including necessary fittings

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

joints and jointed with adhesive solvant cement including

cost of all materials 75mm dia.

62 Providing, laying and jointing in true line and level 110 46.00 Rmt. 876.90 Rupees Eight

diametre U.P.V.C (Type B) conforming to IS 13592-1992 Hundred

with one end plain and other end socketed with rubber Seventy Six and

ring, & fittings conforming to ISI 14735-1999 of approved Paise Ninety

make for drainage system pipe line, pipe shall be jointed Only

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.

63 Constructing brick masonary chamber for under ground C.I. 4.00 No. 2932.93 Rupees Two

Inspection chamber and bends with bricks having crushing Thousand Nine

strength not less than 35kg/ cm2 in C.M. 1:5 C.I. Cover with Hundred Thirty

frame ( light duty) 450mm x 610mm x 450mminternal Two and Paise

dimension total weight of cover with frame to be not less Ninety Two Only

than 38Kgs (weight of cover 23kg and weight of frame

15Kg). R.C.C. top slab with 1:2:4 (1 cement : 2 coarse sand :

4 graded stone aggregate 10mm nominal size) foundation

concrete 1:5:10 inside plaster 1:3 finished smooth with a

floating cost of neat cement on walls and bed concrete etc.

comp. with one or two inlets..(i) Inside dimensions

455mmx 610mm and 450mm deep for single pipe line.

64 Providing sock pit of 5.00 Cu.M. Volume including 1.00 No. 3303.53 Rupees Three

excavating and filling brickbats with dry masonry work at Thousand Three

top for 45cm. height including covering the top with stone Hundred Three

including providing vatas in C.M. 1:3 with finishing curing and Paise Fifty

etc. complete as directed Two Only

Rupees Forty Lakhs Sixty Three Thousand Seven Hundred Fifty Six and Paise Forty Two Only

I/We am/are willing to carry out the work at…% above/below percent(Should be wri en in figures and words) of the es mated

rate mentioned above. Amount of my /our tender works out as under.

Estimated amount put to tender Rs............... Estimated amount put to tender Rs...............

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Pan R & B Sub Division Panchayat R & B Division

Gandhinagar Gandhinagar

Notes 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.

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

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

Note 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