CONSTRUCTION OF PANCHAYAT GHAR AT VARIOUS VILLAGES OF RAPAR TALUKA, PKG:11/CDP5 ( MOTI HAMIRPAR & KHANDEK ) OF TAL RAPAR

NAME OF WORK:CONSTRUCTION OF PANCHAYAT GHAR AT VARIOUS VILLAGES OF RAPAR TALUKA, PKG:11/CDP5 ( MOTI

HAMIRPAR & KHANDEK ) OF TAL. RAPAR

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

1 212.04 Excavation for foundation upto 1.5m depth including sorting out and stacking of useful materials and disposing 157.33 One Hundred Fifty Seven Rupees Cmt

and Thirty Three Paisa

of the excavated stuff upto 50m lead. (B) Dense or hard soil.

2 59.94 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20m.m. 3095.25 Three Thousand Ninety Five Rupees Cmt

and Twenty Five Paisa

nominal size) and curring complete excluding cost of form work in (a) Foundation and plinth

3 20.58 Providing and laying ordinary cement concrete Mix M - 20 (1 Cement : 1.5 coarse sand :3 graded stone 4379.54 Four Thousand Three Hundred Cmt

Seventy Nine Rupees and Fifty Four

aggregates 20m.m. nominal size) and curring complete excluding cost of form work and reinforcementcement

for reinforcementced concrete work in : (a) Foundation, footing, base of columns and mass concrete.

4 19.40 Providing and laying ordinary cement concrete mix M-20 (1 Cement : 1.5 coarse sand :3 graded stone 9115.78 Nine Thousand One Hundred Fifteen Cmt

Rupees and Seventy Eight Paisa

aggregates 20m.m. nominal size) and curring complete excluding cost of form work and reinforcementcement

for reinforcementced concrete work in : (d) Columns,pillars posts and struts upto floor two level.

5 5.06 Providing and laying ordinary cement concrete mix M-20 (1 Cement : 1.5 coarse sand :3 graded stone 9156.71 Nine Thousand One Hundred Fifty Cmt

Six Rupees and Seventy One Paisa

aggregates 20 m.m. nominal size) and curring complete excluding cost of form work and reinforcementcement

for reinforcementced concrete work in : (d) Columns,pillars posts and struts For first floor.

6 36.84 Uncoursed rubble masonary with hard stone of approved quality in foundation and plinth in cement mortar 1:5 2628.91 Two Thousand Six Hundred Twenty Cmt

Eight Rupees and Ninety One Paisa

(1-Cement 4-Course sand)including levelling up etc. complete

7 10.64 Precast concrete block masonary (including quoin blocks Jamb blocks, closer etc.) with solid concreteblocks of 3771.97 Three Thousand Seven Hundred Cmt

Seventy One Rupees and Ninety

approved size made of cement concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate of

20mm. and down gauge) in foundation and 'plinth in cement mortar 1:5 (:1- Cement 5- Coarse sand)

8 39.76 Providing and Laying ordinary cement concrete mix M-20 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Graded stone 7000.98 Seven Thousand Rupees and Ninety Cmt

agg. 20mm nominal size) and finishing but excl. the cost of reinforcement RCC work in beam having C/S area

then 0.12 sqmt up to 0.18 sqmt

9 1.30 Providing and Laying ordinary cement concrete mix M-20 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Graded stone 7041.91 Seven Thousand Forty One Rupees Cmt

and Ninety One Paisa

agg. 20mm nominal size) and finishing but excl. the cost of reinforcement RCC work in beam having C/S area

then 0.08 sqmt up to 0.12 sqmt For first floor

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

10 148.50 Filling in plinth with available excavated earth including watering, ramming, consolidating and dressing 136.92 One Hundred Thirty Six Rupees and Cmt

Ninety Two Paisa

11 76.32 Precast concrete block masonary (including quoin blocks Jamb blocks, closer etc.) with solid concreteblocks of 4053.69 Four Thousand Fifty Three Rupees Cmt

and Sixty Nine Paisa

approved size made of cement concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate of

20mm. and down gauge) for super structure in cement mortar 1:5 (1-Cement 4-Course sand)

12 11.60 Precast concrete block masonary (including quoin blocks Jamb blocks, closer etc.) with solid concreteblocks of 4091.50 Four Thousand Ninety One Rupees Cmt

and Fifty Paisa

approved size made of cement concrete 1:3:6 mix (1cement : 3 coarse sand : 6 graded stone aggregate of

20mm. and down gauge)for super structure. For first floor

13 21.64 Pre-cast concrete block masonary in partition walls 15 cm. thick with solid block of approved size ( including 676.85 Six Hundred Seventy Six Rupees and Smt.

Eighty Five Paisa

quoin blocks, closer etc.) made of C. C. 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm. and

down gauge.) (A) In c.m. 1:4

14 8.84 Providing & Laying ordinary cement concrete 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Stone aggregate 20mm 10641.89 Ten Thousand Six Hundred Forty Cmt

One Rupees and Eighty Nine Paisa

nominal size) and curing comp. for SILL / LINTEL Incl. Cost of form work

15 0.64 Providing & Laying ordinary cement concrete 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Stone aggregate 20mm 10682.82 Ten Thousand Six Hundred Eighty Cmt

Two Rupees and Eighty Two Paisa

nominal size) and curing comp. for SILL / LINTEL Incl. Cost of form work for first floor

16 2.70 Providing and laying ordinary cement concrete mix M-200 ( (1 Cement : 1.5 coarse sand :3 graded stone 6266.38 Six Thousand Two Hundred Sixty Six Cmt

Rupees and Thirty Eight Paisa

aggregates 20m.m. nominal size) and curring complete excluding cost of form work and reinforcement for

reinforced concrete work in : (e) Stair cases excluding landing upto floor two level.

17 2.00 Providing & Laying ordinary cement concrete M -20 1:1.5:3 (1-Cement 1.5-Coarse and 3-Graded nominal size) 7051.12 Seven Thousand Fifty One Rupees Cmt

and Twelve Paisa

for reinforcementced conc. Chhajas not excluding 10 cm thickness upto floor two level incl. Finishing the

exposed surface with cement mortar 1:3 (1-Cement 3-Fine sand to give a smooth surface centering and form

work and curing comp. excl. the cost of reinforcementcement.

18 30.24 Providing and Laying ordinary cement concrete mix M-20 (1-Cement 1.5-Coarse sand 3-Graded stone agg. 7876.94 Seven Thousand Eight Hundred Cmt

Seventy Six Rupees and Ninety Four

20mm nominal size) and finishing but excl. the cost of reinforcement RCC work in slab having thickness more

then 10 cm up to 13 cm

19 3.22 Providing and Laying ordinary cement concrete mix M-20 (1-Cement 1.5-Coarse sand 3-Graded stone agg. 7917.87 Seven Thousand Nine Hundred Cmt

Seventeen Rupees and Eighty Seven

20mm nominal size) and finishing but excl. the cost of reinforcement RCC work in slab having thickness more

then 10 cm up to 13 cm for first floor

20 13480.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position 77.29 Seventy Seven Rupees and Twenty Kg.

21 1286.00 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position 78.34 Seventy Eight Rupees and Thirty Kg.

complete upto floor two level.

22 555.42 20 mm. thick sand faced cement plaster on walls upto height 10meters above ground level consisting of 12mm. 315.69 Three Hundred Fifteen Rupees and Smt.

Sixty Nine Paisa

thick backing coat of c.m. 1:3 (1cement : 3 sand) and 8mm. thick finishing coat of c.m. 1:1 (1cement : 1 sand)

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

23 734.08 Providing 15 mm. Thick cement plaster in single coat on fair side Brick/concrete walls for interior plastering upto 180.40 One Hundred Eighty Rupees and Smt.

floor two level and finished even and smooth in CM 1:3 (1 cement : 3 sand)

24 230.24 Providing 10 mm. Thick cement plaster in single coat on ceiling and sofits of stairs interior plastering upto floor 161.53 One Hundred Sixty One Rupees and Smt.

Fifty Three Paisa

two level and finished even and smooth in CM 1:3 ( 1 cement : 3 sand )

25 52.98 Providing 15 mm. Thick cement plaster in single coat on fair side Brick/concrete walls for interior plastering upto 204.29 Two Hundred Four Rupees and Smt.

Twenty Nine Paisa

floor two level and finished even and smooth in CM 1:3 (1 cement : 3 sand)

26 18.04 Providing 10 mm. Thick cement plaster in single coat on ceiling and sofits of stairs interior plastering upto floor 185.43 One Hundred Eighty Five Rupees Smt.

and Forty Three Paisa

two level and finished even and smooth in CM 1:3 ( 1 cement : 3 sand )

27 257.88 Providing and laying Vitrified tiles 8 to 10 mm thick , 24'' x 24'' in flooring treads of steps and landing laid 1120.36 One Thousand One Hundred Twenty Smt.

Rupees and Thirty Six Paisa

on a bed of 12mm thick cement mortar 1:3 (1-cement : 3- coarse sand ) finishing with flush pointing in

28 5.66 Providing and laying white glazed tiles 6mm. thick in flooring treads of steps and landings laid on a Bed of 963.12 Nine Hundred Sixty Three Rupees Smt.

and Twelve Paisa

12mm. thick cement mortar 1:3 (1cement :3 coarse sand) finished with flush pointing in white cement.

29 49.70 Providing and laying white glazed tiles 6mm. thick in skirting,risers of steps and dodo on 10mm. thick cemint 1127.48 One Thousand One Hundred Twenty Smt.

Seven Rupees and Forty Eight Paisa

plaster 1:3 (1 cement : 3 coarse sand) pointing in white ceand jointed with white cement slurry.

30 555.42 Finishing wall with water proffing cement paint of on wall surface (two coats) to give an approved brand and 60.80 Sixty Rupees and Eighty Paisa Smt.

manufature and of required shape even shade after thoroughly brushing the surface to remove all dirt and

remains of loose powdered materials.

31 1035.34 Distempering (two coats) with oil bound distemper of approved brand & manufacture & of required shade on 76.68 Seventy Six Rupees and Sixty Eight Smt.

wall surfaces to give an even shade,over & including a priming coat with a distemper primer of approved brand

& manufacture after thoroughly brushing the surface free from mortar dropping & other foreign matter & also

including preparing the surface even & sand papered smooth.

32 30.24 Pro. And Fixi. In position M. S. angle 40 x 40 x 5 mm angle frame for door and 35 x 35 x 5 mm angle frame for 3342.49 Three Thousand Three Hundred Smt.

Forty Two Rupees and Forty Nine

shutter with 16 guage M. S. sheet welded to shutters frame as per approved drawigs and design including a coat

of priming coat of red oxide and two coat of oil paint including all necessary fittings, Fixtures, Locking

arrangement etc. complet.

33 28.54 Pro. And Fixi. In position M. S. angle 40 x 40 x 5 mm angle frame for door and 35 x 35 x 5 mm angle frame for 4178.96 Four Thousand One Hundred Smt.

Seventy Eight Rupees and Ninety Six

shutter with 16 guage M. S. sheet welded to shutters frame as per approved drawigs and design including a coat

of priming coat of red oxide and two coat of oil paint including all necessary fittings, Fixtures, Locking

arrangement etc. complet.

34 168.30 Providing and fixing M.S. grill of required pattern to wooden frames of windows etc. with M.S. flats at required 109.08 One Hundred Nine Rupees and Eight Kg.

spacings and frame alround square or round bars with round headed bolts and nuts or by screws.- Plain grill

35 4.00 Providing and fixing cast iron (spun) Nahni trap of the following nominal diametre of self cleaning design with 636.38 Six Hundred Thirty Six Rupees and Rmt.

Thirty Eight Paisa

C.I. Screwed down or highed gratting including cost of cutting and making good the walls and floors 100mm.

inlet and 50mm. outlet.

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

36 20.00 Providing and laying (Two level or slopes) and jointing with stiff mixture of cement mortar in proportion 1:1 salt 317.47 Three Hundred Seventeen Rupees Rmt.

and Forty Seven Paisa

glazed stone ware pipes following nominal internal diametres including testing of pipes and joints etc. complete.

37 20.00 Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) of the following 252.49 Two Hundred Fifty Two Rupees and Rmt.

Forty Nine Paisa

nominal bore,tube,fittings and clamps including making good the wall,ceiling and floor. (A) 15mm.

38 50.00 Providing and fixing to wall ceiling and floor galvanised mild steel tubes (Medium grade) of the following 401.95 Four Hundred One Rupees and Rmt.

Ninety Five Paisa

nominal bore,tube,fittings and clamps including making good the wall,ceiling and floor. (B) 25 mm.

39 12.00 Providing and fixing cast iron spigot and socket soil,waste and venulating pipes of the following nominal size. (B) 741.01 Seven Hundred Forty One Rupees No.

40 2.00 Providing and fixing in position cowlvent to pipes (I) 75mm. dia. 393.04 Three Hundred Ninety Three Rupees No.

41 2.00 Providing and fixing water closet squatting pan (Indian type W.C. pan) size 580mm. (Earth work, Bed concrete 1439.67 One Thousand Four Hundred Thirty No.

Nine Rupees and Sixty Seven Paisa

foot rests and trap to be measured and paid for separately) (A) Vitereous china. (i) Long patter white colour incl.

Providing and fixing 100 mm. size 'P' or 'S' trap for water closet squatting pan including jointing the trap with the

pan and soil pipe in cement mortar 1:1 (1 cement : 1 sand)

42 6.00 Providing and fixing screw down bib taps of following size : (B) Brass chromium plated screw down bib tap (I) 186.83 One Hundred Eighty Six Rupees and No.

Eighty Three Paisa

43 2.00 Providing and fixing brass screw down stop tap: 15 mm di. 205.83 Two Hundred Five Rupees and No.

Eighty Three Paisa

44 2.00 Providing and fixing gun metal check or non - return fullway wheel valve. 25 mm 420.63 Four Hundred Twenty Rupees and No.

Sixty Three Paisa

45 20.00 Providing and fixing G.I. rain water spout of 50 mm. dia. and 30 cm. length. 101.91 One Hundred One Rupees and No.

Ninety One Paisa

46 4.00 Constructing brick masonary chamber for under ground C.I. inspection chamber and bends with bricks having 2932.93 Two Thousand Nine Hundred Thirty No.

Two Rupees and Ninety Three Paisa

crushing strength not less than 35 kg/cm2 in cm. 1:5 C.I. cover with frame (light duty) 455mm. x 610mm.

internal dimensions, total weight of cover with frame to be not less than 38kgs (weight of cover 23kg and wt. of

frame 15 kg.) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregates 20mm. size)

foundation concrete 1:5:10 inside laster 15mm. thickwith cementmortar 1:3 finished smooth with a floating

coat of neat cement on walls & bed concrete etc. complete.(i) Inside dimensions, 455mm. x 610mm. and

mm. deep for single pipe line.

47 4.00 Providing and fixing wash basin with single hole for pillar tapwith C.I or M.S. brackets painted white incl.cutting 1958.41 One Thousand Nine Hundred Fifty Smt.

Eight Rupees and Forty One Paisa

holes and making good the same incl.32mm dia.C.P brass waste, and 15mm dia.capstan head pillar tap union .

Vitreous china flat back wash basin 550mm * 400mm size white in colour.

48 193.36 Providing and laying cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 339.08 Three Hundred Thirty Nine Rupees Smt.

and Eight Paisa

20mm. nominal size) laid in one layer finished with a floating coat of neat cement. 50 mm thick

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

49 172.50 Providing and fixing M.S. grill of required pattern to wooden frame of windows etc. with M.S. flats at required 162.86 One Hundred Sixty Two Rupees and Kg.

Eighty Six Paisa

spacings and frame alround square or round bars with round headed bolts and nuts or by screws.-

ORNAMENTAL GRILL

50 4.00 Providing and fixing Urinal or approved quality including conecting the Urinal with waste pipe , tap etc. 1074.86 One Thousand Seventy Four Rupees No.

and Eighty Six Paisa

complete.(A) White earthenware flat back or corner type size 430mm x 260mm x 350mm.

51 2.00 Pro. And erecting monoblock submercible water pump of 0.50HP. approved brand with ISI mark with all 5555.00 Five Thousand Five Hundred Fifty No.

Five Rupees and No Paisa

necessary fitting cable wire etc complete.

52 1000.00 Providing erecting and fixing double coated ISI water tank of required capacity each with all necessary 3.95 Three Rupees and Ninety Five Paisa Lit.

fittings and connection etc. complete on terrace.

53 2.00 Providing and fixing 45cm x 30cm x 2.50cm thick year plate of marble stone set in cm 1:4 including finishing and 707.00 Seven Hundred Seven Rupees and No.

engineering letters etc complete.

54 24.68 Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and 1082.35 One Thousand Eighty Two Rupees Cmt

and Thirty Five Paisa

lift. (i) R.C.C. work

55 10.92 Demolition and disposal of unserviceable materials with all lead and lift. (ii)Lime concrete. 623.02 Six Hundred Twenty Three Rupees Cmt

56 57.36 Demolition of Brick work and stone masonry including stacking of serviceable materilas and disposal of 562.89 Five Hundred Sixty Two Rupees and Cmt

Eighty Nine Paisa

unserviceable materials with all lead and lift.(ii) In Cement Mortar.

57 20.00 Dismentling doors, windows, ventilators etc. (wood or steel) shutters including chowkhats architraves, holdfasts 192.09 One Hundred Ninety Two Rupees No.

and other attachment etc. complete and stacking them within all lead and lift.(i) Not exceeding 3 Sq.M. in area.

58 78.00 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green) both are 329.26 Three Hundred Twenty Nine Rupees Pt.

and Twenty Six Paisa

of ISI marked 1.1 kv grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected

concealed in /flushed on wall/ceiling , complete with 6A Tissino Type ISI marked flush type switch / bell push

and accessories erected on Metal / PVC Box covered with 3 mm thick PC(Polycarbonet) /Acrylic sheet. with

necessary Lamp holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid PVC pipe and

59 30.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch and Socket erected with necessary 61.61 Sixty One Rupees and Sixty One Pt.

connections erected on wooden /Metal/ PVC Box covered with 3 mm thick PC(Polycarbonet) /Acrylic sheet for

open / concealed wiring for following size. [A] For 6 Amp.

60 60.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of 59.59 Fifty Nine Rupees and Fifty Nine Rmt

pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size (a) with medium class Rigid PVC pipe and

accessories (a) 2 wire 1.5 sq. mm

61 10.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type of 78.78 Seventy Eight Rupees and Seventy Rmt

pipe to be erected concealed in /flushed on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated

stranded wire of green colour for earth continuity of following size (a) with medium class Rigid PVC pipe and

accessories (a) 2 wire 2.5 sq. mm

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

62 4.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC (Polycarbonate) 90.90 Ninety Rupees and Ninety Paisa Ea

sheet in PVC/ Metal Box. erected on wall/ ceiling.(5) One no Single pole 16 A Switch & One no 6A/16 A

Universal Socket combined.

63 10.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC (Polycarbonate) 120.19 One Hundred Twenty Rupees and Ea

sheet in PVC/ Metal Box. erected on wall/ ceiling.(6) One no Single pole 16 A Switch & One no 6A/16 A

Universal Socket combined with indicator & fuse

64 30.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC (Polycarbonate) 17.17 Seventeen Rupees and Seventeen Ea

sheet in PVC/ Metal Box. erected on wall/ ceiling (7) Bakelite ceiling, rose

65 30.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC (Polycarbonate) 21.21 Twenty One Rupees and Twenty Ea

sheet in PVC/ Metal Box. erected on wall/ ceiling (8) Bakelite lamp holder

66 2.00 Providing Approved make Double Pole Cast Iron Clad Switch & rewirable Fuse 240 / 250 V confirming to IS. 32 514.09 Five Hundred Fourteen Rupees and Ea

67 20.00 Miniature circuit breaker single pole 6A to 32A suitable to operate on 240V A.C. system and having breaking 112.11 One Hundred Twelve Rupees and Ea

capacity 10 KA to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat-III

68 4.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking capacity & 299.97 Two Hundred Ninety Nine Rupees Ea

and Ninety Seven Paisa

confirms to IS : 8828 in existing box having following capacity (A) 6 to 32 Amp. Cat-III

69 2.00 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with 355.52 Three Hundred Fifty Five Rupees Ea

and Fifty Two Paisa

busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without MCB to house

appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) (A) Single phase 4 way

70 2.00 Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit 1969.50 One Thousand Nine Hundred Sixty Ea

Nine Rupees and Fifty Paisa

withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of quick action

& tripping with all advance feature & do not incorporate any electronic component. for following Max. rating

erected as directed (i) 25 Amps.DP Cat. III

71 1.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 794.87 Seven Hundred Ninety Four Rupees kg

and Eighty Seven Paisa

72 2.00 Pipe type earthing having 150 cms.long and 2.50 cms. dia. galvanised iron pipe with coupling and buch buried in 1226.14 One Thousand Two Hundred Twenty Each

Six Rupees and Fourteen Paisa

specially prepared earth pit complete with necessary 8 SWG earth wire.Including using salt and charcoal / coke

as required for pipe type earthing. and Cast iron earth plate size 30 X 30 X 0.35 cms. buried in specially prepared

2.5 Mtr. deep earth pit complete with necessary G.I. strip in G.I. pipe 2 Mtr. long with coupling and G.I. plug for

earthing of switch gear, conduit run or power plug etc.

Four Million Two Hundred Forty Nine Thousand Seven Hundred Eighty Two Rupees and Sixty Two Paisa

e work @............... % above/below ( Percent should be written in figures and

unt mentioned above amount of my /our tender works out as under

Quantities Tendered Rate Total Amount

Quantities Tendered Rate Total Amount

It.. estimated according to

Item of work Rate in Unit

No. but may be Rate in Word estimated

more or less Figure quantities

Tendered amount Rs……………………….. Tendered amount Rs………………………..

Add ……...% above Rs…………………. Deduct ……...% Below Rs………………….

(Please strike out which ever is not applicable )

c works department

1 handbook and other specifications of division or as directed.

ce of sight2 (prior to commencement of work and at its close) in all respect

r work under all conditions , sight, moisture, weather etc

ducted from3 the valued work done as per ' Bulding and other construction

Signature of the Contractor. Executive Engineer,

Panchayat R & B Division.