CONSTRUCTION OF ABC FACILITY CENTER FOR GANDHIDHAM MUNICIPAL CORPORATION AREA, GANDHIDHAM, DIST. KUTCHCHH (SECOND ATTEMPT)

Name of Work : Construction Of ABC Facility Center For Gandhidham Municipal Corporation Area, Gandhidham, Dist.

Kutchchh (Second Attempt)

SCHEDULE - "B1"

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

1 Excavation for foundation up to 1.5 Meter depth including Rupees One Hundred

sorting out and stacking of useful materials and disposing Twenty Two and Ninety

of excavated stuff up to any lead. (a) For Loose or Soft soil Four Paise

2 Excavation for foundation upto 1.5 m depth including Rupees One Hundred

sorting out and stacking of useful materials and disposing Fifty Seven and Thirty

off the excavated stuff to any lead. (B) Dense or Hard soil Three Paise

3 Excavation for foundation upto 1.5 m depth including Rupees Two Hundred

sorting out and stacking of useful materials and disposing Sixty Seven and Eight

off the excavated stuff upto 50 Meter lead. (C) Hard Paise

4 Filling in foundation and plinth with murrum or selected Rupees Two Hundred

soil in layers of 20cm. thickness including watering, Sixty Nine and Seventy

ramming and consolidating etc. complete. (upto 10 ton) Five Paise

5 Filling available excavated earth (excluding rock) in

trenches, plinth, sides of foundations etc. in layers not

exceeding 20 cm. In depth consolidating each deposited

layer by ramming and watering

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

6 Providing and laying WBM sub-base required as providing

course graded material grading-I in one layer using BTMC

metal 45 mm to 63 mm including using 22% Stone

screening 13.2 mm size and 7% stone dust as filler

Gradation including conveying the materials at the site of

work, mixing and spreading in to grade and camber,

watering and consolidation at OMC with vibratory roller

incl. the cost of materials labours etc. and all complete.

7 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1- Cement :

5 -fine sand) (B) Conventional

8 Providing and laying cement concrete 1:3:6 (1-cement :

Coarse sand : 6 Graded stone aggregate 40mm nominal

size) and curing complete excluding cost of form work in.

(A) foundation and Plinth

9 Providing laying Controlled cement concrete M-250 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

work in : RCC Column Footings

10 Providing laying Controlled cement concrete M-250 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

work in : RCC Column up to Plinth Level.

11 Providing laying Controlled cement concrete M-250 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

work in : RCC Columns for Ground Floor and First Floor

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

12 Providing laying Controlled cement concrete M-250 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

RCC Plinth beams

13 Providing laying Controlled cement concrete M-200 and

curing complete including the cost of form work and

excuding cost of reinforcement for reinforced concrete

work in : RCC Floor Beams at GF Slab lvl.

14 Providing laying Controlled cement concrete M-200 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

work in : RCC Slabs & Landings

15 Providing laying Controlled cement concrete M-200 and

curing complete including the cost of form work and

excluding cost of reinforcement for reinforced concrete

0.30 work in : RCC lintel 6283.00 m3

16 Providing laying Controlled cement concrete M-250 and

curing complete including the cost of form work and

excuding cost of reinforcement for reinforced concrete

RCC Walls from top of foundation level up to floor two level

17 Providing and TMT bar FE 500/500D reinforcement for

R.C.C. work and including bending, binding & placing in

position completed upto floor two level.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

18 Brick work using common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

foundation and plinth in Cement Mortar 1:5. (1-Cement : 5-

fine sand) (B) Conventional

19 Half brick masonry in common brunt clay building bricks

having crushing strength not less than 35 Kg/Sq.Cm. in

Cement mortar 1:4 (1-Cement : 4-coarse sand) in

foundation and plinth (B) Conventional

20 Aerated light weight Concrete block masonry in partion

walls 10 cm thick with having crushing strength not less

than 35 kg / sq. cm. for super structure above plinth level

up to floor two level in cement mortar 1:4 (1 Cement :

fine sand) complete as per technical specification

21 20mm thick sand faced cement plaster on walls up to 10 Rupees Three Hundred

meter above ground level consisting of 12mm thick Fifteen and Sixty Nine

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

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

22 Providing 15mm thick cement plaster in single coat on Rupees One Hundred

rough (Similar) side of single or half brick walls for interior Eighty and Forty Paise

plastering upto floor two level and finished even and

smooth in (i) C.M. 1:3 (1-cement : 3- sand)

23 Providing 10mm thick cement plaster in single coat on Rupees One Hundred

brick/concerete walls for interior plastering upto floor two Thirty Five and Forty

level and finished even and smooth in (i) C.M 1:3 (1- Seven Paise

cement : 3-sand)

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

24 Finishing wall with weather proof exterior emulsion paint Rupees One Hundred

on wall surface (Two coats) to give an requried shape even Twenty and Twenty Six

shade after thoroguhly brushing the surface to remove all Paise

dirt, and remains of loose powdered materials etc.

25 Applying Two coats of Birla or Asian Acrylic Lappy (putty) Rupees Forty and Fifty

and two coats of primer of approved brand and Nine Paise

manufacture on new wall surface to give an even shade

including throughly brushing the surface free from mortar

dropping and other foreign matter and sand papered

446.00 smooth. 40.59 m2

26 Wall painting (two coats) with plastic emulsion paint of Rupees Eighty Four and

approved brand and manufacture on undecorated wall Thirty Seven Paise

surface to give an even shade including throughly brushing

the surface free from mortar dropping and other foreign

matter and sand papered smooth

27 Providing and laying Granite slab (18mm thick) slab Rupees Two Thousand

flooring over 20mm (Average) thick base of cement mortar Four Hundred Sixty and

1:6 (1-cement : 6-Coarse sand) or L.M. 1:1.5 laid over Forty Six Paise

and jointed with grey cement slurry including rubbing and

polishing complete (Basic Granite rate shall be 250/Sft)

15.90 (A) Granite slab 18mm thick 2460.46 m2

28 Providing and fixing Gun metal check or non-return fullway Rupees Six Hundred

wheel valve. (E) 40mm dia Sixty Three and Forty

2.00 663.43 Three Paise No

29 Providing and laying coloured glazed tiles of the size 300 Rupees One Thousand

mm x 200 mm x 8 mm / 300 mm x 450 mm x 8 mm in Four Hundred Eighty

skirting, risers of steps and dedo on 10 mm. thick cement Eight and Twenty Four

plaster 1:3 (1 cement : 3 coarse sand) & jointed with Paise

54.80 white cement slurry. 1488.24 Sqm

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

30 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x Rupees One Thousand

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

12mm thick cement mortar 1:3 (1-cement : 3-coarse sand and Thirty Six Paise

) finishing with flush pointing in white cement.

31 Constructing brick masonry chamber for under ground C.I. Rupees Two Thousand

Inspection chamber and bends with bricks having crushing Nine Hundred Thirty

strength not less than 35 Kg/cm2 in cm. 1:5 C.I. Cover Two and Ninety Three

with frame (light duty) 455 mm. X 610 mm. Internal Paise

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 20 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 (I) inside

dimensions, 455 mm. 610 mm. And 450 mm. Deep for

single pipe line.

32 Providing and fixing 600 mm. X 450 mm. Bevelled edge Rupees Eight Hundred

mirror of superior glass mounted on 6 mm. Thick A.C, Fifty Nine and Forty One

sheet or plywood sheet and fixed to wooden plugs with Paise

2.00 C.P. brass screws and washers 859.41 EA

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

33 Providing and fixing FRP frame size 100 X 50mm and Rupees Two Thousand

28mm thick FRP depress panel shutter having extra Three Hundred Seventy

reinforcement on sides & edges in gel coat finish. The core Seven and Seventy Six

of the shutter & frame is to be filed up with injected fire Paise

retardant grade polyuthene foam done in situ along with

embedded wooden pieces for stiffening & also taking

hinges & fintures. 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 neccesary screw & alluminium fixtures & fastnings &

fastener sleeve.

34 Providing and fixing 35mm thick shutter for doors, Rupees Five Thousand

windows and clerestory windows including Indian teak Three Hundred Thirty

wood frames 12cm x 7cm. Size including anodized Eight and Thirty Paise

alluminium fixtures and fastenings including primer coat of

approved quality and two coats of oil painting etc,

5.80 complete. (ii) Fully Panelled. 5338.30 m2

35 Providing and laying polished Kota stone slab flooring over Rupees One Thousand

20 mm (Average) thick base of cement mortar 1:6 (1- Thirteen and Eighty

cement : 6-coarse sand) or L.M. 1. 1.5 (1-Lime putty : 1.5- Seven Paise

coarses and) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including

32.80 rubbing and polishing etc. complete. (A) 25mm thick 1013.87 m2

36 Providing and fixing C.P. brass waste for wash basin or Rupees Sixty Seven and

sink Ninety One Paise

3.00 (A) 32mm dia 67.91 EA

37 Providing and fixing water closet squatting pan (European Rupees One Thousand

Type type W.C. Pan) size 580 mm. (Earth work, Bed Three Hundred Fifty Six

concrete foot rests and trap to be measured and paid for and Eighty One Paise

(A) Vitreous china

(I) Long pattern white colour

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

38 Providing and fixing urinal approved quality connecting the Rupees One Thousand

urinal with waste pipe, trap etc. complete Seventy Four and

(A) White earthen ware flat back or corner type size Eighty Six Paise

39 Providing and fixing washbasin with single hole for pillar Rupees One Thousand

tap with C.I. or M.S. brackets painted white including Five Hundred Eighty

sutting holes and making good the same but excluding One and Seventy Seven

3.00 fittings. (A) Vitreous China 1581.77 Paise No.

40 Providing and fixing screw down bib taps of following size : Rupees One Hundred

(A) Brass screw down bib tap polished bright (I) 15mm Eighty Six and Eighty

3.00 dia. 186.83 Two Paise EA

41 Providing Erecting and fixing coated PVC. (ISI) water tank Rupees Three and

of required capacity each with all necessary fittings and Ninety Four Paise

2000.00 connection etc. complete on terrace. 3.95 Lt.

42 Providing and laying broken china mosaic flooring for Rupees Seven Hundred

terrace using 12 mm to 20 mm broken pieces of glazed Seventy Nine and Sixty

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

and to be tempered to bring mortar crème out up to

surface using white cement including rounding off

junctions and extending them up to 15cm along the wall

clearing with water and oxalic acid etc. as directed

43 Providing and fixing standared extruded of alluminium Rupees One Thousand

section of size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 One Hundred Seventy

Kg/mt with colour anodized alluminium frame for Five and Fifty Five Paise

ventilation with 5 mm thick frosted glass as details etc

complete for Ventilation

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

44 Providing laying and jointing in true line and level 40mm Rupees One Hundred

dia. U.P.V.C. Pipe (SCH-40) for cold water including Forty Eight and Eleven

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or Paise

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

30.00 of all materials. 148.12 m

45 Providing, laying and jointing in true line and level 25mm Rupees Ninety One and

dia. U.P.V.C. Pipe (SCH-40) line including fitting as Eighty Four Paise

approved by Engineer-in-Charge. Pipe shall be fixed on the

wall with the help of clamp at every two meter C/C or shall

be concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials. (D)

10.20 25mm dia pipe 91.84 Rmt

46 Providing, laying and jointing in true line and level 50mm Rupees One Hundred

dia. U.P.V.C. Pipe (SCH-40) line including fitting as Ninety Five and Sixty

approved by Engineer-in-Charge. Pipe shall be fixed on the Seven Paise

wall with the help of clamp at every two meter C/C or shall

be concealed as directed including necessary fittings etc.

including testing of pipe and joints and fixing the same

with adhesive solvent, including cost of all materials. (D)

45.50 50mm dia pipe 195.67 Rmt

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

47 Providing laying and jointing in true line and level 32mm Rupees One Hundred

dia. U.P.V.C. Pipe (SCH-40) for cold water including Nineteen and Fifteen

fittings make PRINCE / SUPREME / ASTRAL / FINOLEX or Paise

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

10.80 and fixing the same with adhesive solvent, including cost 119.15 Rmt

48 of all materials.

Providing laying and jointing in true line and level 15mm Rupees Seventy Two

dia. U.P.V.C. Pipe (SCH-40) for cold water including and Sixty Five Paise

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

11.70 and fixing the same with adhesive solvent, including cost 72.65 Rmt

49 of all materials.

Providing, laying and jointing in true line and level 110 Rupees Eight Hundred

diametre U.P.V.C (Type B) conforming to IS 13592-1992 Seventy Six and Ninety

with one end plain and other end socketed with rubber Paise

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

149 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.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

50 Providing and fixing PVC SWR Nahni trap IS 14735 for Rupees Five Hundred

drain - 100 mm diameter with jali of the following nominal Eighty Six and Twenty

diameter of self cleansing design with C.I scread down or Seven Paise

hinged grating including the cost of cutting and making

good the walls.

51 Providing and laying Granite slab in riser of steps Dedo Rupees Two Thousand

and pillars laid 10mm thick Cement Mortar 1:3 (1-Cement Five Hundred Ninety

: 3-Coarse Sand)and jointed with Grey Cement Slurry and Seventy Five Paise

including rubbing and polishing complete.

52 Providing and fixing brass screw down stop (A) 15 mm. Rupees Two Hundred

Dia Five and Eighty Two

3.00 205.83 Paise EA

53 Providing and fixing Pillar Tap, capstan head, screw down

high pressure with screws, shanks and back nuts (A)

54 Providing and fixing M.S. grills of required pattern to Rupees One Hundred

wooden frames of windows etc. with M.S. flats at required Nine and Eight Paise

spacings and frame alround, square or round bars with

round headed bolts and nuts or by screws. (A) Plain Grill

55 Providing and fixing in position collapsible steel shutters Rupees Six Thousand

with vertical channels 20 x 10 x 2 mm braced with flat iron Seventy One and Fifty

diagonals 20 x 5 mm size with top and bottom rails of Paise

T_rin 40x 40 x 6 mm with 38mm dia, steel pulleys

complete with bolts, nuts, locking arrangements, stoppers

0.76 handles including applying a priming coat of red lead 6071.50 q

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

56 Providing, Supplying and Fixing of Rebaring 16 mm dia Rupees One Hundred

steel bar In Existing Structure With Specified Depth & With Seventy Seven and

Standered Chemical Filling and all complete as per given Seventy Six Paise

instructions of Engineer-in-charge.

57 Drilling of 9 inches dia vertical borehole for garden Rupees Six Hundred

irrigation including in all strata with required length Fifty Nine and Fifty

including providing, lawring & laying of 11 inches dia PVC Three Paise

casing pipe with pushing complete.

58 Providing and fixing pre-cast Rubber Dye / steel Dye inter

locking concrete block 60mm thick with grade of

concreteM300 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.

59 Providing and laying cement concrete flooring 1:2:4 (1- Rupees Three Hundred

cement : 2-coarse sand : 4-graded stone aggregate 20mm Fifty Five and Twenty

nominal size) laid in one layer and finished with a floating Two Paise

coat of neat cement. (B) 50mm thick.

60 Providing, Supplying and Fixing of Approved ISO make Rupees Three Hundred

Natural Colour Epoxy Fiber Glass sheet of having 6mm Sixteen and Eighty Six

thickness, applicataion temp. 310 deg, Tensile stregnth Paise

19000 Psi and all Complete as given instructions of

Engineer-in-charge.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

61 Painting two coats (excluding priming coat) on new steel Rupees Ninety Two and

and other metal surface with enamel paint, brushing, Twenty Paise

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

62 Providing & fixing 0.60 X 0.60 sizetiles & galvenized frame Rupees Eight Hundred

on gypsam board, faulse ceiling with moulding & designed Fifty Four and Forty Six

62.94 patta. 854.46 Paise Sqm

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges,

after deducting the cost of material proposed in Scheduled-B at basic rate. One percent labour cess will be deducted from

contractor’s bill.

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

(should be writtern in figure and words)

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender

: amount put to tender :

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all

conditions, site moisture weather etc.

3) In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference

in consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra

payment shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in

GERI laboratory only.

4) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of

work and amount involved at site without any payment as directed by the Engineer in charge.

5) Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be

paid by the Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills

of the works. (As per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

7) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of

equipments and conditions of service Act-1996)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

9) The contractor is solely responsible to bare all applicable taxes. Exc. of GST etc. and department will not entertain any contractor

representation to reimburse any financial burden due to applicable taxes : Exc. of GST.

Signature of contractor

MUNICIPAL COMMISSIONER

GANDHIDHAM MUNICIPAL CORPORATION

GANDHIDHAM MUNICIPAL CORPORATION

Name of Work : Construction Of ABC Facility Center For Gandhidham Municipal Corporation Area, Gandhidham, Dist.

Kutchchh (Second Attempt)

SCHEDULE - "B2"

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

1 Excavation for foundation up to 1.5 Meter depth including Rupees One Hundred

sorting out and stacking of useful materials and disposing Twenty Eight and

of excavated stuff up to anylead Seventy Nine Paise

8.31 (a) For Loose or Soft soil 128.79 m3

2 Excavation for foundation upto 1.5 m depth Rupees One Hundred

includingsorting out and stacking of useful materials and Sixty Four and Eighty

disposing off the excavated stuff upto any lead. Two Paise

5.78 (B) Dense orHard soil 164.82 m3

3 Excavation for foundation upto 1.5 m depth including Rupees Two Hundred

sorting out and stacking of useful materials and disposing Seventy Nine and

off the excavated stuff up to any lead. Eighty One Paise

5.78 (C) Hard Murrum 279.81 m3

4 Filling available excavated earth (excluding rock) in Rupees One Hundred

trenches, plinth, sides of foundations etc. in layers not Thirty Seven and Forty

exceeding 20 cm. In depth consolidating each deposited Seven Paise

layer by ramming and watering.

5 Disposing off the excavated stuff of above items for lead of Rupees One Hundred

(E) 400 to 500m Twenty Nine and

Twenty Eight Paise

6 Filling in foundation and plinth with murrum or selected Rupees Three Hundred

soil in layers of 20 cm thickness including watering, Seven and Forty One

10.11 ramming and consolidating etc. complete. 307.41 Paise m3

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

7 Providing and laying Cement Concrete 1:3:6 (1 Cement : 3- Rupees Three Thousand

coarse sand :6- Hand broken stone aggregate 40 mm. One Hundred Eighteen

Nominal size) and curing complete excluding cost of form and Seven Paise

(a) Foundation and plinth (more then 10 ton)

8 Providing laying Controlled cement concrete M-250 and Rupees Four Thousand

curing complete including the cost of form work and Five Hundred Three and

excluding cost of reinforcement for reinforced concrete Fifty Nine Paise

(A) RCC Column Footing

9 Providing laying Controlled cement concrete M-250 and Rupees Eight Thousand

curing complete including the cost of form work and Seven Hundred Twenty

excluding cost of reinforcement for reinforced concrete Six and Forty Paise

RCC Columns: Below Ground

10 Providing laying controlled cement concrete M-250 and Rupees Six Thousand

curing complete including the cost of form work and One Hundred Fifty Five

excuding cost of reinforcement for reinforced concrete and Ninety Five Paise

(C) RCC Plinth beams

11 Providing TMT Bar FE500 D reinforcement for R.C.C. work Rupees Seventy Seven

including bending, binding and placingin position complete and Twenty Nine Paise

upto floor two level

12 Providing and fixing M.S. grills of required pattern to Rupees One Hundred

wooden frames of windows etc. with M.S. flats at required Fourteen and Forty Four

spacings and frame alround, square or round bars with Paise

round headed bolts and nuts or by screws (A) Plain Grill.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

13 Structural Steel work (Confirming to IS 4923-1997) Rupees One Hundred

riveted, bolted or welded in builtup for all type sections, in Thirty One and Eighty

framed work, including cutting, hoisting, fixing in position Three Paise

and applying a primimng coat of approved steel primer all

complete as per the structural designs of Engineer in

charge. Column ( 150 X 150 X 10)

14 Providing and Fixing M.S. round holding down or anchor Rupees Fifty Five and

28.80 bolts with nuts and washer plates complete 55.60 Sixty Paise Kg

15 Providing corrugated G.I. sheet of class-3 roofing fixed Rupees Seven Hundred

with glavanished iron J or L Hooks, Bolts and nuts 8mm Thirty Four and

dia meter with bitumen and G.I. limpet washer or G.I Nineteen Paise

.limpet washer. filled with white lead complete excluding

the cost of purlins, Rafters and Trusses. (1)0.80 mm thick

16 Providing and fixing 150mm wide 450mm over all Rupees Five Hundred

semicircular plain G.I. sheet class-3 gutter with iron Eighty One and Thirty

brackets 40mm x 3mm size bolts, nuts washers etc. Two Paise

including making necessary connection with rain water

(i) 0.80 mm thick sheet.

17 Providing and fixing of wall ceiling and floor 10.0 kg. Rupees Two Hundred

F/cm2 working pressure polythene pipes of the following Fifty Eight and Twenty

outside dia. Low density, complete with special flange Three Paise

compression type fittings, wall clips etc. including making

good the wall ceiling and floor.(G) 110mm

18 Painting two coats (excluding priming coat) on new steel Rupees Ninety Six and

and other metal surface with enamel paint, brushing, Fifty Nine Paise

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

273.04 dirt, dust and other foreign matter. 96.59 m2

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

One percent of the Estimated cost of work put to tender shall be recovered from the running bills of the contractor as testing charges,

after deducting the cost of material proposed in Scheduled-B at basic rate. One percent labour cess will be deducted from

contractor’s bill.

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

(should be writtern in figure and words)

below / above the estimated rates mentioned above amount of my / our tender works out as under :-

Estimated amount put to tender

: amount put to tender :

1) All the work shall be carried out as per MOST specification and specification on the division or as directed.

2) Rates quoted includes clearance of site (prior to commencement of work and at its closed) in all respects and held gross for under all

conditions, site moisture weather etc.

3) In RCC item when there is change in grade of concrete mix or change in consumption of cement as per actual mix design then the difference

in consumption of cement shall be deducted from the rate of original item valued at the star rate as mentioned in tender. However no extra

payment shall be made for use of additional Quantity of cement as per actual concrete mix design. Concrete mix design shall be done in

GERI laboratory only.

4) The Contractor shall exhibits a board as per Govt. circular No. 2DK – 3277 / 1657 N Dt. 26–01-73 with detail of specification and details of

work and amount involved at site without any payment as directed by the Engineer in charge.

Item Quantities Item Descrption Estimated Rates Unit Total Amount

Item Quantities Item Descrption Estimated Rates Unit Total Amount

No. Estimated in Figure in Words according to

but may be estimated

more or less quantities.

5) Testing of materials be as per statement attached with the Specifications, the materials shall be tested in G.E.R.I. Bill for testing shall be

paid by the Executive Engineer and 1% of the (one percent) of amount put to tender after shall be recovered from the running account bills

of the works. (As per G.R. (R&B) Deptt., No. TNC/1085/4/C dtd. 20.12.91.

6) The contractor shall quote even "NIL" if no reduction is proposed.

7) One precent of estimated cost put to tender for this work shall be recovered from the contract payments as "LABOUR CESS". In terms of the

Gujarat Government Gazette Extra ordinary dated 12.12.04. Implementation of building and other construction workers regulation of

equipments and conditions of service Act-1996)

8) Photographs of before work and after work will be submitted by the contractor at the time of each bill submission.

9) The contractor is solely responsible to bare all applicable taxes. Exc. of GST etc. and department will not entertain any contractor

representation to reimburse any financial burden due to applicable taxes : Exc. of GST.

Signature of contractor

MUNICIPAL COMMISSIONER

GANDHIDHAM MUNICIPAL CORPORATION