CONSTRUCTION OF NEW PRIMARY SCHOOL ROOM (2-Nos) IN LAKHPAT TALUKA

NAME OF WORK: CONSTRUCTION OF VARIOUS NEW PRIMARY SCHOOL ROOM(2-Nos) LAKHPAT TALUKA

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

1 124.00 Excavation for foundation up to 1.5 M. depth including sorting out and stacking of useful materials and 157.77 One Hundred Fiftey Sevan Cmt.

disposing of the excavated stuff upto 50 M. lead.Dense or Hard soil.(SOR 2023-24 Ch-4 / Sr.No-1 b) Rupees and Seventy Sevan

2 48.40 Providing and laying cement concrete 1:5:10 (1- Cement : 5- fine sand : 10- graded brick bat aggregates 2523.97 Two Thousand Five Cmt.

40mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto Hundred Twenty Three

10 ton)(SOR 2024-25 It.No.5.3.8) Rupees and Nintey Sevan

3 1.60 Providing and laying cement concrete 1:2:4 (1- Cement : 2- Coarse sand : 4- graded stone aggregates 20 3740.22 Three Thousand Sevan Cmt.

mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 Hundred Fourty Rupees

ton)(SOR 2024-25 Ch-4 / It.No.5.3.13) and Twenty Two Paisa

4 135.40 Providing and erecting vertical seismic T.M.T. Fe 500/500D bar 16mm dia.with filling concret grade 249.66 Two Hundred Forty Nine Rmt.

M200( C.C.1:1.5:3) in 115mmx115mm gap at "L"."T" or "+" junctions of masonary work incl all cost of Rupees and Forty Two Paisa

materials and labour etc comlete. (R.A.1)

5 59.40 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. 4245.09 Four Thousand Two Cmt.

in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional (upto 10 ton) HundredFourty Five

G.F.(SOR 2024-25 Ch-6/ It.6.12) Rupees and Zero nine Paisa

6 2.20 Providing and laying ordinary cement conctere M20 ( 1 cement: 1.5 coarse sand :3 graded stone agg. 8805.25 Eight Thousand Eight Cmt.

20mm nominal size )and finishing smooth with curing comp.incl.cost of form work but excl.the cost of Hundred Eighty Five

reinforcement for R.C.C.work in Column having cross sectoinal area 0.05 to 0.08 Sq.M.G.F.(R.A.2) Rupees and Twenty two

7 5.20 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse sand:3 stone agg.20mm PaisaThousand Five

5537.00 Five Cmt.

nominal size) and curing comp.incl.cost of form work but excl.the cost of reinforcement for reinforced Hundred Thirty Sevan

concrete work in copping etc comp.(R.A.3) Rupees

8 63.40 Filling in plinth with sand under floors including watering ramming, consolidating and dressing etc. 481.80 Four Hundred Eighty One Cmt.

comp.(SOR 2024-255 Ch-4 / It.4.24) Rupees and Eighten Paisa

9 78.60 Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. 4526.81 Four Thousand Five Cmt.

in super structure above plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional (upto Hundred Twenty Six

10 ton) G.F.(SOR 2024-25 Ch-6/ It.6.12+6.19) . Rupees and Eighty one

10 13.40 Half brick masonry in common brunt clay building bricks having crushing strength not less than 35 629.84 Six Hundred Twenty Nine Smt.

Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -coarse sand ) in foundation and plinth (B) Conventional Rupees and Eighty four

G.F.(upto 10 ton)(SOR 2024-25 Ch-6 / It.6.30+6.20) Paisa

11 2.20 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 4685.26 Four Thousand Six Hundred Cmt.

nominal size) and curing comp.incl.cost of form work in sill and sides (R.C.C.Band) but.excl.the cost of Eighty Five Rupees and

reinforcement. (R.C.C.Band)G.F.( R.A.4) Twenty Six Paisa

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

12 5.20 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 10430.43 Ten Thousand Four Cmt.

nominal size) and curing comp.incl.cost of form work in sill and sides for R.C.C Lintel incl. Finishing Hundred Thirty Rupees

smooth with curing comp.incl.cost of form work but.excl.the cost of reinforcement. (R.C.C.Band) G.F.( and Fourty Three Paisa

13 0.80 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 7687.06 Seven Thousand Six Cmt.

nominal size) for reinforced concrete chajjas not excedding 10cm. thickness upto floor two level Hundred Eighty Seven

including finishing the exposed surfaces with cement mortar 1:3 (1Cement : 3 fine sand) to gove a Rupees and Zero Six Paisa

smooth surface centering and form work and curing complete excluding cost of reinforcement.G.F.(

14 4.80 Providing and Laying ordinary cement concrete M-20 1:1.5:3 (1-Cement 1.5-Coarse sand 3-Graded stone 8805.25 Eight Thousand Eight Cmt.

agg. 20mm nominal size) and finishing but excl. the cost of reinfor RCC work in Beam having C/S area Hundred Eighty Five

0.05 to 0.08 sq. mt. G.F.(R.A.7) Rupees and Twenty Five

15 24.00 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 stone agg.20mm 6963.80 Six Thousand Nine Hundred Cmt.

nominal size) and finishing smooth with curing etc. complete including the cost of form work Sixty Three Rupees and

butexcluding the cost of reinforcement for R.C.C. work in Slabs having more than 10 cm & :upto 13 cm Eighty Paisa

thickness.G.F.( R.A.8)

16 3800.00 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in 77.29 Seventy Sevan Rupees and Kg.

position complete upto floor two leve (more than 10 ton)(SOR 2024-25 It.No.5.4.11) Twenty Nine Paisa

17 174.00 Providing 10mm. thick cement plaster in single coat on fair side Brick/concrete walls for interior 161.53 One Hundred Sixty One Smt.

plastering upto floor two level and finished even and smooth in :C.M.1:3 (1cement:3sand) finishing Rupees and Fifty Three

plaster in single coat on ceiling and sofits of stairs upto floor two level and finished even and smooth Paisa

18 480.00 Providing 15mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto 180.40 One Hundred Eighty Smt.

floor two level and finished even and smooth in and providing 1x1 cm grooves at junction of structural Rupees and Forty Paisa

members etc. complete. (i)Cement mortar 1:3 (1-cement:3-sand) G.F.(S.O.R P-130,IT-17002A)

19 372.00 20mm. thick sand faced cement plaster on walls upto height 10meters above ground level consisting of 315.69 Three Hundred Fifteen Smt.

12mm. thick backing coat of c.m. 1:3 (1cement : 3 sand) and 8mm. thick finishing coat of c.m. 1:1 Rupees and Sixty Nine Paisa

(1cement : 1 sand) etc. complete.(SOR 2024-25 P-131 / It.17.95)

20 9.60 Provoding and fixing 35mm th flush door double shutters, solid core construction with frame of first class 4827.63 Four Thousand Eight Smt.

hardwood with cross board and both face laminated sheet and Indian T.W.Frame 10cmx7 cm size Hundred Fifty Five Rupees

including anodised alluminium butt hinges with necessary screws and alluminium fixtures and fastenings and Thirty Five Paisa

aldrops,handles and stoppers as directed by engineer -in-chage etc complete.(R.A.9)

21 11.16 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory windows including Indian 5338.30 Five Thousand Three Smt.

teak wood frames 10 cm x 7 cm. size including anodized alluminium fixtures and fastenings including Hundred Thirty Eight

primer coat of approved quality and two coats of oil painting etc, complete. (ii) Fully Panelled.(SOR 2024- Rupees and Thirty Paisa

22 0.50 Providing and fixing glazed louvered glass windows and ventilators with teak wood frame 10cm. x 4202.12 Four Thousand One Smt.

7cm. size including 3 coats of oil painting to wood work etc.complete. (upto 10 ton)(SOR 2024-25 Hundred Forty Three

It.No.10029A) Rupees and Fifty Seven

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

23 224.00 Providing and fixing safety grills of required pattern for windows and specified openings etc.with12mm 109.08 One Hundred Three Rupees Kg.

dia M.S.round polished horizontal bars @ 12 cm C/C and vertical M.S.flats 2 nos size 30mm x 4mm fixing and Eighty Nine Paisa

in frame as specified in drawings. Plain grills (S.O.R P-97,IT-10.1 It.Code.10025AA)

24 14.00 Providing and fixing 25 mm thick shutters for cupboards etc. including black enamelled M.S. butt hinges 3151.67 Three Thousand Thirty Six Smt.

with necessary screws. (A) Indian teak wood. (i) Fully Panelled. (upto 10 ton)(SOR 2024-25 Rupees and Eighty Two

It.No.10007AA) Paisa

25 70.80 Providing and laying 600mmx600mm glazed vitrified flooring tiles in flooring, treades, steps and landings 963.12 Nine Hundred Seventy Smt.

laid on a bed of 12mm thick cement mortar 1:3 ( 1 cement: 3 coarse sand ) finished with flush ponting in Rupees and Seven Paisa

white cenment.Colour and shade as approved by architect. (SOR 2024-25 P-123/ It.No.14008BA)

26 5.00 Providing and laying glazed vitrified flooring tiles in skirting risers steps and dado on 10mm thick cement 1090.32 One Thousand Thirty Eight Smt.

plaster 1:3(1 cement : 3 coarse sand) and jointed with cement slurry..(SOR 2024-25 P-123/ It.No.14.32 Rupees and Thirty Nine

27 142.80 Providing and laying machine cut free edges with machine polished Kota stone slab flooring over 20mm 1013.87 Nine Hundred Sixty Five Smt.

(Average) thick base of cement mortar 1:6 (1-cement : 6-coarse sand) and ( for staircase treads two Rupees and Fifty Nine Paisa

pieces with three grooves in front of step and front edge shall be half round provided.) laid over and

jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick (upto 10 ton)(SOR 2024-25 -124/Sr.No.14012AA)

28 21.60 Providing and laying polished kota stone slab 25mm thick in risers of steps,skirting Dedo and pillars laid 1144.15 One Thousand Eighty Nine Smt.

on 10mm thick cement mortar 1:3 (1-Cement : 3 coarse sand) and jointed with gray cement slury mixed Rupees and Sixty Seven

with pigment to match the shade of slab including rubbing and polishing etc. complete. (upto 10 Paisa

ton)(SOR 2024-25 -124/Sr.No.14013A)

29 10.00 Providing and laying white glazed tiles 6mm thick in skrting risers of steps and dedo on 10mm thick 1127.48 One Thousand Seventy Smt.

cement plaster 1:3 (1-cement : 3-coarse sand) and jointed with white cement slurry (upto 10 ton)(SOR Three Rupees and Ninety

2024-25 It.No.14009AA) Paisa

30 111.20 Providing and laying broken chine mosaic flooring for terrace using 12 mm to 20 mm broken 779.70 Seven Hundred Sentey Nine Smt.

pieces of glazed tiles to be laid over cement mortar 1:3 to plain or slope and to be tempered to bring Rupees and Seventy Paisa

mortar creme out upto surface using white cement and mixing Dr.Fixit chemical or equivalent in

mortar including rounding off junctions and extending them upto 15 cm along the wall,clearing with

water and oxalic acid etc. as directed.(SOR 2024-25 Pg.126 It.No.14035)

31 186.00 Providing and fixing 50mm dia M.S.Pipe horizontal @ top with 12mm Sq.vertical M.S.bar support @ 10 162.86 One Hundred Sixtey Two Kg.

cm c/c on curbing as per detailed drawing. (S.O.R P-97,IT-10.1,10025BA) Rupees and Eightey Sex

32 372.00 Finishing wall with water proffing cement paint of on wall surface (two coats) to give an approved brand 60.80 Sixtey Hundred And Eighety Smt.

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

dirt and remains of loose powdered materials.(SOR 2024-25 -Pg.136 /Sr.No.18.51).

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

33 650.00 Distempering (two coats) with oil bound distemper of approved brand & manufacture & of required 76.68 Seventy Six Rupees and Smt.

shade on wall surfaces to give an even shade,over & including a priming coat with a distemper primer of Sixtey Eight Paisa

approved brand & manufacture after thoroughly brushing the surface free from mortar dropping & other

foreign matter & also including preparing the surface even & sand papered smooth. [Pg.135/21 18.44]

34 22.00 Painting two coats (including priming coat) on new steel and other metal surface with synthetic enamel 68.57 Sixty Eight Rupees and Fifty Smt.

paint, brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign Sevan Paisa

matter.(S.O.R P-137,It.-19.19)

35 9.00 Providing and fixing to wall ceiling and floor 6.0 Kg. F/Cm2 working pressure poluthene pipes of the 252.50 Two Hundred Fifty Two Rmt.

following outside Dia. Low densidy, complete with special falnge compression type fittings, wall clipsetc. Rupees and Fifty Paisa

including making good the wall ceiling and floor.(G)75 mm (M.R.)

36 1000.00 Supp. And fixi. SYNTEX brand PVC water storage tank of 500 liter storage capacity and make with ISI 3.95 Three Rupees and Ninety Lit

mark with all necesaary fittigs, inlet out let shoket, washer etc. complet (Pg.151/22014-00) Five Paisa

37 2.00 PProviding and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover 1246.92 One Thousand Two No.

with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps.(B) 150mm x Hundred Forty Six Rupees

100mm size P or R type. (SOR 2024-25 Pg.164 / It.No. 24006B) and Ninety Two Paisa

38 2.00 Constructing brick masonary chamber for under ground C.I. inspection chamber and bends with bricks 2932.93 Two Thousand Nine No.

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

455 mm. x 610 mm. internal dimensions, total weight of cover with frame to be not less than 38kgs Rupees and Ninety Three

(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 Paisa

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 450 mm. deep for single pipe line.[Pg.167/It.16-

39 2.00 Providing and fixing PVC SWR Nahni trap IS 14735 for drain - 100 mm diameter with jali of the following 586.27 Three Hundred Seventy No.

nominal diameter of self cleansing design with C.I scread down or hinged grating including the cost of Two Rupees and Twenty

cutting and making good the walls.(SOR 2024-25 Pg.162/It.No.23068) Four Paisa

40 16.00 Providing, laying and jointing in true line and level 110 diametre U.P.V.C (Type B) conforming to IS 13592- 876.90 Eight Hundred Thirty Five Rmt.

1992 with one end plain and other end socketed with rubber ring, & fittings conforming to ISI 14735- Rupees and Fifteen Paisa

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 160 mm diametre x 210 mm length x

196 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.(SOR 2023-24 Pg.162/It.23067)

41 8.00 Providing and fixing screw down bib taps of following size : (B) Brass chromium plated screw down bib 186.83 One Hundred Eighty Six No.

tap (I) 15mm. dia.(Pg.158/28-23.92-23028B1) Rupees and Eighty Three

42 2.00 Providing and fixing gun metal check or non - return fullway wheel valve. 20 mm (Pg.154/31/23.99- 203.82 Two Hundred Three Rupees No.

23031B) and Eighty Two Paisa

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

43 24.00 Providing and fixing concealed center point to wall ceiling & floor CPVC (SDR 13.5) PIPE having National 208.80 Two Hundred Five Rupees Rmt.

Sanitation Foundation (NSF) seal for potable water of following dia. nominal bore tube fittings and and No Paisa

clamps including making good the wall, ceiling and floor etc. complete. [B] 20 mm.(SOR 2024-25

44 146.00 Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete 706.93 Six Hundred Eighty Six Smt.

M200 pnumatic compressed by mechanically pressed and as per approved design including 75mm Rupees and Ninety Paisa

Sand layer for levelling and filling the joint with sand in proper line and level etc complete.(SOR 2024-25

45 4.00 Providing and fixing Name plate of Marble plate stone of 0.90m x0.60 m size set in C.M. 1:4 including 306.14 Three Hundred Six Rupees No.

finishing and engeaving letters etc. completes.(S.O.R It.26087) and Fourteen Paisa

46 60.00 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green) 416.63 Four Hundred Sixteen Pt.

both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand copper wires, in following type of Rupees and Sixty Two Paisa

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 accessories

47 40.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch and Socket erected with 63.13 Sixty Three Rupees and Pt.

necessary connections erected on wooden /Metal/ PVC Box covered with 3 mm thick PC(Polycarbonet) Twelve Paisa

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

48 60.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type 75.75 Seventy Five Rupees and Rmt

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

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

49 20.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor wire in following type 75.75 Seventy Five Rupees and Rmt

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

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

50 4.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 119.94 One Hundred Nineteen Ea

(Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling.(5) One no Single pole 16 A Switch & Rupees and Ninety Three

One no 6A/16 A Universal Socket combined. Paisa

51 10.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 157.81 One Hundred Fifty Seven Ea

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

One no 6A/16 A Universal Socket combined with indicator & fuse Paisa

52 30.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 18.94 Eighteen Rupees and Ea

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

53 30.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm thick PC 25.25 Twenty Five Rupees and Ea

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

54 2.00 Providing Approved make Double Pole Cast Iron Clad Switch & rewirable Fuse 240 / 250 V confirming 606.00 Six Hundred Six Rupees and Ea

to IS. 32 AMP-CAT-III No Paisa

55 20.00 Miniature circuit breaker single pole 6A to 32A suitable to operate on 240V A.C. system and having 145.19 One Hundred Forty Five Ea

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

It.No. Estimated Item Rate In Unit Amount

may be more Figure Words

56 4.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 10 KA breaking 385.06 Three Hundred Eighty Five Ea

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

57 2.00 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted 391.38 Three Hundred Ninety One Ea

fitted with busbar, neutral link, earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986 without Rupees and Thirty Seven

MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) Paisa

(A) Single phase 4 way single door

58 2.00 Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit 2903.75 Two Thousand Nine Ea

withstand capacity of 6 KA and suitable for operation on single phase 240 V. having characteristic of Hundred Three Rupees and

quick action & tripping with all advance feature & do not incorporate any electronic component. for Seventy Five Paisa

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

59 1.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 896.38 Eight Hundred Ninety Six kg

Rupees and Thirty Seven

60 2.00 Pipe type earthing having 150 cms.long and 2.50 cms. dia. galvanised iron pipe with coupling and buch 1805.38 One Thousand Eight Ea

buried in specially prepared earth pit complete with necessary 8 SWG earth wire.Including using salt and Hundred Five Rupees and

charcoal / coke as required for pipe type earthing. and Cast iron earth plate size 30 X 30 X 0.35 cms. Thirty Seven Paisa

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.

Twentey Four Lakh Nintey Nine Thosounds Three Hundred Sixtey One and Nintey Six Paisa

I/We am/are willing to carry out the work @............... % above/below ( Percent should be written in figures and

words ) The tendered amount mentioned above amount of my /our tender works out as under

Tendered amount Rs..2499361.96 Tendered amount Rs..2499361.96

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

(Please strike out which ever is not applicable )

1 All work shall be carried out as per public works department handbook and other specifications of division or as directed.

2 Rates quoted inclusive of clearance of sight (prior to commencement of work and at its close) in all respect

and hold good for work under all conditions , sight, moisture, weather etc

3 one percent labor cess will be deducted from the valued work done as per ' Bulding and other construction

work welfare cess act' G.R. No. GHR - 2005/04/CWA/2004/841/M-3 Dt. 31/01/2005

Signature of the Contractor. Executive Engineer,

Panchayat R & B Division.