CONSTRUCTION OF SHED AND COMMUNITY HALL WORKS AT DIFF VILLAGES OF LAKHPAT TALUKA (DMF/PMKKY/PKG/01)

NAME OF WORK: CONSTRUCTION OF SHED AND COMMUNITY HALL WORKS AT DIFF VILLAGES OF LAKHPAT TALUKA

(DMF/PMKKY/PKG/01)

It.No. Estimated Item Rate In Unit Amount

Quantity Figure Words

1 50.90 Excavation for foundation up to 1.5 M. depth including sorting out and stacking of 157.33 One Hundred Fifty Seven Cmt.

useful materials and disposing of the excavated stuff upto 50 M. lead.Dense or Hard Rupees and Thirty Three

2 10.32 Providing and laying cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 hand 3095.25 Three Thousand Ninety Five Cmt.

broken stone aggregates 40m.m. nominal size) and curring complete excluding cost Rupees and Twenty Five

of form work in foundation and plinth.: Paisa

3 9.80 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse sand:3 4730.99 Four Thousand Seven Cmt.

stone agg.20mm nominal size) and curing comp.incl.cost of form work but excl.the Hundred Thirty Rupees and

cost of reinforcement for reinforced concrete work in foundation,footing base of Ninety Nine Paisa

columns and mas

4 6.04 Providing and laying ordinary cement conctere M20 (1cement :1.5coarse sand:3 4940.70 Four Thousand Nine Cmt.

stone agg.20mm nominal size) and curing comp.incl.cost of form work but excl.the Hundred Forty Rupees and

cost of reinforcement for reinforced concrete work in foundation,footing base of Seventy Paisa

columns and mas

5 102.90 Steel work, riveted in built up sections framed work including cutting, hoisting, fixing 9108.48 Nine Thousand One Qtl

in position and applying a priming coat of read lead paint. (D) In trussses and trussed Hundred Eight Rupees and

purlins, upto 25 M. span and 15 M ovarall height. (upto 10 ton) Forty Eight Paisa

6 921.60 Providing corrugated G.I. sheet of (Tata or Jindal brand) roofing fixed with 734.19 Seven Hundred Thirty Four Smt.

glavanished iron J or L Hooks, Bolts and nuts 8mm diameter with bitumen and G.I. Rupees and Nineteen Paisa

limpet washer or G.I. limpet washer. filled with white lead complete excluding the

cost of purlins, Rafters and Trusses.(1) 0.80mm thick sheet. (upto 10 ton)

7 30.72 Providing ridges or hips 600 mm overall in plain G.I. sheet class-3 fixed with G.I.J. or L 664.70 Six Hundred Sixty Four Smt.

Hooks and nuts 8mm dia G.I. Limpet and bitumen washer complete. (1) 0.80 mm Rupees and Seventy Paisa

8 4.70 Uncoursed rubble masonary with hard stone of approved quality in foundation and 2628.91 Two Thousand Six Hundred Cmt.

plinth in cement mortar 1:5 (1cement : 5 course sand) etc. complete. Twenty Eight Rupees and

Ninety One Paisa

9 2.86 Providing and laying ordinary cement conctere M20 ( 1 cement: 1.5 coarse sand :3 9062.91 Nine Thousand Sixty Two Cmt.

graded stone agg. 20mm nominal size )and finishing smooth with curing Rupees and Ninety One

comp.incl.cost of form work but excl.the cost of reinforcement.for R.C.C.work in Paisa

Column having cross sectoinal area 0.12 to 0.18 Sq.M.G.F.

10 4.10 Providing and Laying ordinary cement concrete M-20 1:1.5:3 (1-Cement 1.5-Coarse 6948.11 Six Thousand Nine Hundred Cmt.

sand 3-Graded stone agg. 20mm nominal size) and finishing but excl. the cost of Forty Eight Rupees and

reinfor RCC work in Beam having C/S area 0.12 to 0.18 sq. mt. G.F.(R.A.3) Eleven Paisa

11 7.50 Filling in plinth with sand under floors including watering ramming,consolidating and 481.80 Four Hundred Eighty One Cmt.

dressing etc. comp. Rupees and Eighty Paisa

12 7.60 Precast concrete block masonry (including quoin blocks jamb blocks closer etc.) with 4053.69 Four Thousand Fifty Three Cmt.

solid concrete blocks of approved size made of cement concrete 1:3:6 mix (1 Cement Rupees and Sixty Nine Paisa

: 3 coarse sand: 6- graded stone aggregates of 20 mm and down grade) in

superstructue above plinth upto floor two level.

13 0.30 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 4712.58 Four Thousand Seven Cmt.

stone agg.20mm nominal size) and curing comp.incl.cost of form work in sill and Hundred Twelve Rupees and

sides (R.C.C.Band) but.excl.the cost of reinforcement. (R.C.C.Band) Fifty Eight Paisa

14 0.50 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 10589.02 Ten Thousand Five Hundred Cmt.

stone agg.20mm nominal size) and curing comp.incl.cost of form work in sill and Eighty Nine Rupees and Two

sides for R.C.C Lintel incl. Finishing smooth with curing comp.incl.cost of form work Paisa

but.excl.the cost of reinforcement. (R.C.C.Band)

15 0.40 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 6998.26 Six Thousand Nine Hundred Cmt.

stone agg.20mm nominal size) for reinforced concrete chajjas not excedding 10cm. Ninety Eight Rupees and

thickness upto floor two level including finishing the exposed surfaces with cement Twenty Six Paisa

mortar 1:3 (1Cement : 3 fine sand) to gove a smooth surface centering and form work

and curing complete excluding cost of reinforcement.

16 2.50 Providing and laying ordinary cement conctere M20 (1 cement :1.5 coarse sand:3 7824.08 Seven Thousand Eight Cmt.

stone agg.20mm nominal size) and finishing smooth with curing etc. complete Hundred Twenty Four

including the cost of form work butexcluding the cost of reinforcement for R.C.C. Rupees and Eight Paisa

work in Slabs having more than 10 cm & :upto 12 cm thickness.

17 1376.30 Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, 77.29 Seventy Seven Rupees and Kg.

binding and placing in position complete upto floor two level Twenty Nine Paisa

18 6.40 Providing and laying Mirror polished Black Granite stone slab 18 mm (Average) thick 2845.17 Two Thousand Eight Smt.

for Door Frame and Windows jams and cills as per design incl. full moulded round Hundred Forty Five Rupees

front edge and laid on 20 mm thick cement mortar 1:6 (1 -cement : 6 coarse sand and Seventeen Paisa

) jointed with grey cement slurry including rubbing and polishing etc.

It.No. Estimated Item Rate In Unit Amount

Quantity Figure Words

19 4.40 Providing and fixing 35 mm thick shutters for Doors, windows and clerestory 5338.30 Five Thousand Three Smt.

windows including Indian teak wood frames 10 cm x 7 cm. size including black Hundred Thirty Eight Rupees

enamelled iron oxidised fixtures and fastenings including primer coat of approved and Thirty Paisa

quality and two coats of oil painting etc, complete. (ii) Fully Panelled.

20 7.60 Providing and fixing window having extruded aluminum Colour anodized section 1713.70 One Thousand Seven Smt.

frame main outer size 63.50 x 38.10 x 1.95 mm(of Jindal Section no:4605,@ Wt 1.094 Hundred Thirteen Rupees

Kg / Rmt), horizontal two track member size 61.85 mm x 31.75 mm x 1.20mm (of and Seventy Paisa

Jindal Section no: 8687 @ wt.of 0.695 Kg/mt), vertical member of size 61.85 mm x

31.75mm x 1.30 mm (of Jindal Section no:8758 @ wt.of 0.0.659 Kg/mt) with sliding

shutters of horizontal member size 40mm x 18mm x 1.29mm (of Jindal Section

no:8949 @ wt.of 0.456Kg/mt), vertical member of size 40mm x 18mm x 1.29mm (of

Jindal Section no:8947 @ wt.of 0.456Kg/mt/ Section 8948, @ Wt. 0.457 Kg/mt) with

5 mm thick transparent bronze colour tinted float glass with powder coated

aluminum fittings and fixtures and transparent silicon sealant glass fixing to frame as

per details etc complete for window.

21 113.40 Providing and fixing M.S. grills of required pattern to wooden frames of windows etc. 109.08 One Hundred Nine Rupees Kg.

with M.S. flats at required spacings and frame alround, square or round bars with and Eight Paisa

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

22 16.60 Providing 10mm. thick cement plaster in single coat on fair side Brick/concrete walls 135.47 One Hundred Thirty Five Smt.

for interior plastering upto floor two level and finished even and smooth in :C.M.1:3 Rupees and Forty Seven

(1cement:3sand) finishing plaster in single coat on ceiling and sofits of stairs upto Paisa

floor two level and finished even and smooth

23 48.00 Providing 15mm. thick cement plaster in single coat on fair side Brick/concrete walls 180.40 One Hundred Eighty Rupees Smt.

for interior plastering upto floor two level and finished even and smooth in :C.M.1:3 and Forty Paisa

(1cement:3sand) with 1x1 cm grooves G.F.

24 102.00 20mm. thick sand faced cement plaster on walls upto height 10meters above ground 315.69 Three Hundred Fifteen Smt.

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

thick finishing coat of c.m. 1:1 (1cement : 1 sand) etc. complete

25 18.50 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of cement 1476.54 One Thousand Four Smt.

mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by Hundred Seventy Six Rupees

adhesive material including dismentaling of existing flooring and jointed with color and Fifty Four Paisa

cement slurry includingfinised with flush pointing & cleaning the surface

etc.complete for light shade

26 102.00 Finishing wall with water proffing cement paint of on wall surface (two coats) to give 93.70 Ninety Three Rupees and Smt.

an approved brand and manufature and of required shape even shade after Seventy Paisa

thoroughly brushing the surface to remove all dirt and remains of loose powdered

27 64.60 Wall painting (three coats) with plastic emulsion paint of approved brand and 167.51 One Hundred Sixty Seven Smt.

manufacture on undecorated wall surface to give an even shade including throughly Rupees and Fifty One Paisa

brushing the surface free from mortar droppings and other foreign matter and sand

papered smooth.including applying two coats of Birla or Asian acrylic lapy ( putty) &

two coats of primer of approved brand and manufacture on new wall surface to give

an even shade including thoroughly brushing the surface free from mortar dropping

and other foreign matter and sand papered smooth.

28 20.00 Providing and laying white glazed tiles 6mm thick in flooring treads of steps and 963.12 Nine Hundred Sixty Three Smt.

landing laid on a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) Rupees and Twelve Paisa

finishing with flush pointing in white cement.

29 8.00 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 working pressure 280.23 Two Hundred Eighty Rupees Rmt.

poluthene pipes of the following outside Dia. Low densidy, complete with special and Twenty Three Paisa

falnge compression type fittings, wall clipsetc. including making good the wall ceiling

and floor.75 mm for rain water

30 2.00 Providing and fixing marble slab including engraving and painting complete. (i) Size 1012.65 One Thousands Twelve Rmt.

75cm x 60cm x 4cm. Rupees and sixtey five paisa

31 6.00 Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 384.00 Three Hundred Eighty Four NOS

sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand Rupees and No Paisa

copper wires, in following type of pipe to be erected concealed in /flushed on

32 4.00 Point wiring for LOOPED PLUG with tissino type single pole ISI marked Switch and 71.00 Seventy One Rupees and No Pt.

Socket erected with necessary connections erected on wooden /Metal/ PVC Box Paisa

covered with 3 mm thick PC(Polycarbonet) /Acrylic sheet for open / concealed wiring

for following size. [A] For 6 Amp.

It.No. Estimated Item Rate In Unit Amount

Quantity Figure Words

33 5.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor 62.00 Sixty Two Rupees and No Rmt

wire in following type of pipe to be erected concealed in /flushed on wall/ceiling, Paisa

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

34 4.00 Mains with 1.1 KV grade FRLS PVC insulated ISI marked stranded Copper conductor 80.00 Eighty Rupees and No Paisa Rmt

wire in following type of 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

35 1.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm 105.00 One Hundred Five Rupees Ea

thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling.(5) One and No Paisa

no Single pole 16 A Switch & One no 6A/16 A Universal Socket combined.

36 1.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm 139.00 One Hundred Thirty Nine Ea

thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling.(6) One Rupees and No Paisa

no Single pole 16 A Switch & One no 6A/16 A Universal Socket combined with

indicator & fuse

37 2.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm 18.00 Eighteen Rupees and No Ea

thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling (7) Paisa

Bakelite ceiling, rose

38 2.00 Providing & Erecting following Shockproof tissino type accessories erected on 3 mm 23.00 Twenty Three Rupees and Ea

thick PC (Polycarbonate) sheet in PVC/ Metal Box. erected on wall/ ceiling (8) No Paisa

Bakelite lamp holder

39 1.00 providing and erecting Approved make Double Pole Plastic Switch and fuse 250V., 150.00 One Hundred Fifty Rupees Ea

30A confirming to IS erected on Polished wooden block as directed. and No Paisa

40 1.00 Supplying KITKAT pattern porcelain cut-out with base of following current capacity 30.00 Thirty Rupees and No Paisa Ea

erected on existing block board. (i) 16 A. 250 V .

41 1.00 providing and erecting Miniature circuit breaker single pole 6A to 25A suitable to 130.00 One Hundred Thirty Rupees Ea

operate on 240 V A.C. system and having breaking capacity 10 KA to be erected in and No Paisa

existing box. confirming to IS 8828/1996 with ISI Mark

42 1.00 Providing & erecting 240 V MCB double pole switch for lighting Load (B Curve) having 350.00 Three Hundred Fifty Rupees Ea

10 KA breaking capacity & confirms to IS : 8828 in existing box having following and No Paisa

capacity (A) 6 to 32 Amp. Cat-III

43 1.00 Providing and erecting Sheet Steel powder coated MCB distribution board - flush / 414.00 Four Hundred Fourteen Ea

surface mounted fitted with busbar, neutral link, earth bar and DIN rail, confirming to Rupees and No Paisa

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

44 1.00 Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 2300.00 Two Thousand Three Ea

mA and Short Circuit withstand capacity of 6 KA and suitable for operation on single Hundred Rupees and No

phase 240 V. having characteristic of quick action & tripping with all advance feature Paisa

& do not incorporate any electronic component. for following Max. rating erected as

directed (i) 25 Amps.DP Cat. III

45 1.00 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 928.00 Nine Hundred Twenty Eight kg

Rupees and No Paisa

46 1.00 Pipe type earthing having 150 cms.long and 2.5 cms. dia. galvanised iron pipe with 1430.00 One Thousand Four Eah

coupling and buch buried in specially prepared earth pit complete with necessary 8 Hundred Thirty Rupees and

SWG earth wire.Including using salt and charcoal / coke as required for pipe type No Paisa

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

47 2.00 Supplying & erecting fan hook box of 10 mm M.S. round bar bounded to the RCC 125.00 One Hundred Twenty Five Each

bars up to 50mm length each side and pierced through a 16 Gauge M.S. box / Heavy Rupees and No Paisa

Duty PVC box complete erected concealed in Ceiling with necessary finishing.

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

Estimated amount put to tender Rs. 2178044.77 Estimated amount put to tender Rs.

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

Executive Engineer,

Signature of the Contractor. Panchayat R & B Division.