CONSTRUCTION OF ANGANWADI BUILDING AT NARANPAR AND BHARAPAR VILLAGES OF BHUJ TALUKA (DMF/2026-27)

NAME OF WORK: CONSTRUCTION OF ANGANWADI BUILDING AT NARANPAR AND BHARAPAR

VILLAGES OF BHUJ TALUKA (DMF / 2026-27)

It.No. Estimated Rate In Unit Amount

be more or Item

1 Excavation for foundation upto 1.5 m depth including sorting out 122.94 One Hundred Twenty Two Cmt

and stacking of useful materials and disposing off the excavated Rupees Ninety Four Paise

104.40 stuff upto 50 Meter lead.(A) Loose or soft soil [S.O.R.24-25, It.04001A,]

2 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse 3020.91 Three Thousand Twenty Rupees Cmt

sand : 8- Crushed aggregates 20 mm nominal size) and curing Ninety One Paise

25.00 complete excluding cost of formwork in

(A) Foundation and Plinth. [RA]

3 Providing and laying cement concrete 1:1.5:3 (1- Cement 4718.72 Four Thousand Seven Hundred Cmt

: 1.5-Coarse sand : 3- graded stone aggregates 20 mm nominal Eighteen Rupees Seventy Two

6.60 size-M200) and curing complete including cost of formwork in (A) Paise

Foundation and Plinth [RA]

4 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 7244.73 Seven Thousand Two Hundred Cmt

Coarse sand : 3- graded stone aggregates Forty Four Rupees Seventy Three

20 mm nominal size-M200) and curing complete including cost Paise

6.20 of formwork and reinforcement for reinforced concrete work in

(D) Columns, Pillars posts and struts upto floor two level. [RA]

5 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 5866.08 Five Thousand Eight Hundred Cmt

Coarse sand : 3- graded stone aggregates Sixty Six Rupees Eight Paise

20 mm nominal size-M200) and curing complete including cost

7.00 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Plinth Beam [RA]

6 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 6091.31 Six Thousand Ninety One Rupees Cmt

Coarse sand : 3- graded stone aggregates Thirty One Paise

20 mm nominal size-M200) and curing complete including cost

9.40 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Slab Beam [RA]

It.No. Estimated Rate In Unit Amount

be more or Item

7 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 6360.98 Six Thousand Three Hundred Cmt

Coarse sand : 3- graded stone aggregates Sixty Rupees Ninety Eight Paise

20 mm nominal size-M200) and curing complete including cost

17.20 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Slab [RA]

8 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 3149.18 Three Thousand One Hundred Cmt.

Coarse sand : 3- graded stone aggregates Forty Nine Rupees Eighteen Paise

20 mm nominal size-M200) and curing complete including cost

15.00 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Floor-Graded Slab [RA]

9 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 4547.02 Four Thousand Five Hundred Cmt

Coarse sand : 3- graded stone aggregates Forty Seven Rupees Two Paise

20 mm nominal size-M200) and curing complete including cost

2.20 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Sill Lintel [RA]

10 Providing and laying cement concrete work 1:1.5:3 (1-Cement : 1.5- 5941.83 Five Thousand Nine Hundred Cmt

Coarse sand : 3- graded stone aggregates Forty One Rupees Eighty Three

20 mm nominal size-M200) and curing complete including cost Paise

1.60 of formwork and reinforcement for reinforced concrete work in

(B) Slabs, landing, shelves, Balconis , Lintels, Beams, Girders and

Cantilever upto floor two level - Chajjah [RA]

11 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 77.29 Seventy Seven Rupees Twenty Kg.

bending, binding and placing in position complete upto floor two Nine Paise

7240.00 level [S.O.R.24-25 It. No.

12 Filling available excavated Earth (Excluding Rock ) in trench plinth 136.92 One Hundred Thirty Six Rupees Cmt

side of foundation . in layer not excluding Ninety Two Paise

127.60 20 cm in depth consolidation each deposited layer by ramming

and watering etc. complete [S.O.R.24-25 It.4.12]

It.No. Estimated Rate In Unit Amount

be more or Item

13 Filling foundation and plinth with murrum or selected soil in layer 269.75 Two Hundred Sixty Nine Rupees Cmt

35.00 of 20 cm in thickness including ramming watering and consolidating Seventy Five Paise

etc. complete [[S.O.R.24-25 It.04008A,]

14 Filling in foundation and plinth with sand in layers of 20 cm. Thickness 481.80 Four Hundred Eighty One Rupees Cmt

46.00 including watering ramming and Eighty Paise

consolidating etc. comp. [[S.O.R.24-25, It.4.24,]

15 Applying general insecticide pest control treatment to floors, 91.63 Ninety One Rupees Sixty Three Smt

cupboards etc including labour materials etc. complete. Using Paise

Imidacloprid 30.5 SCas Per IS 6313 part

140.00 -II( (0.075% concentration by mass) is recommended 10.5ml

chemical diluted with 5 liters of water application

0.5 litre chemical /Sqm of surface is recommended as per I.S.[S.O.R.24-

16 Uncoursed Rubble Masonry with hard stone of approved quality in 2586.61 Two Thousand Five Hundred Cmt.

foundations and plinth in Cement Mortar 1:6 (1cement : 6-coarse Eighty Six Rupees Sixty One Paise

26.00 sand including levelling up etc. complete. [S.O.R.24-25, It.07001AA,]

17 Precast concrete block masonry (including quoin blocks jamb blocks 3771.97 Three Thousand Seven Hundred Cmt

closer etc.) with solid concrete blocks of approved size made of Seventy One Rupees Ninety

cement concrete 1:3:6 mix (1-Cement : 3 coarse sand: 6- graded Seven Paise

45.20 stone aggregates of 20 mm and down grade) in foundation and

plinth cement morter 1:6 [S.O.R.24-25 07012A]

18 Precast concrete block masonry in partition walls 10 cm. thick with solid 676.85 Six Hundred Seventy Six Rupees Smt

block of approved size (including quion blocks Jamb blocks closer etc.) Eighty Five Paise

45.20 made of C.C.1:3:6 (1-Cement : 3- coarse sand : 6 graded stone

aggregates 20 mm and down grade) (A) in C.M. 1:4. [S.O.R.24-25 It.

It.No. Estimated Rate In Unit Amount

be more or Item

19 Providing 10 mm. Thick cement plaster in single coat for plastering on 108.58 One Hundred Eight Rupees Fifty Smt

ceiling and soffits of stairs upto floor two level and finished even and Eight Paise

117.00 smooth in : (I) Cement mortar 1:6 (1 cement : 6 sand) Ground Floor

20 Providing 15mm thick cement plaster in single coat on Rough 141.48 One Hundred Forty One Rupees Smt

(Similar)side of single or half brick walls for interior plastering upto Forty Eight Paise

250.60 floor two level and finished even and smooth in (i) Cement mortar 1:6

(1-cement:6-sand) [S.O.R.24-25 17003C]

21 Providing 20mm thick cement plaster in single coat on single or half 177.05 One Hundred Seventy Seven Smt

brick walls for interior plastering upto floor two level and finished Rupees Five Paise

281.40 even and smooth in (i) Cement mortar 1:3 (1- cement:3-sand)

22 Wall painting (two coats) with plastic emulsion paint of approved brand 124.96 One Hundred Twenty Four Smt.

and manufacture on undecorated wall surface to give an even Rupees Ninety Six Paise

shade including throughly brushing the surface free from mortar

367.60 droppings and other foreign matter and sand papered smooth.

including two coats of putty & two coats of primer etc completed.

23 Finishing wall with weather proof exterior emulsion paint on wall 120.26 One Hundred Twenty Rupees Smt.

surface (Two coats) to give an required shape even shade after Twenty Six Paise

281.40 thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete. [SOR 19031]

24 P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) 1467.72 One Thousand Four Hundred Smt

base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new Sixty Seven Rupees Seventy Two

surface or fixing on existing flooring by adhesive material including Paise

98.40 dismentaling of existing flooring and jointed with color cement

slurry including finised with flush pointing & cleaning the

surface etc.complete for antiskit.[S.O.R.24-25 It.14021A,]

25 Providing and laying Vitrified tiles 8 to 10 mm thick , in skrting risers of 1195.02 One Thousand One Hundred Smt

steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3- Ninety Five Rupees Two Paise

36.60 coarse sand) and jointed with white cement slurry [S.O.R.24-25

It.No. Estimated Rate In Unit Amount

be more or Item

26 Providing and fixing cupboard shelves made of both-side machine 1268.56 One Thousand Two Hundred Smt

polished Kota stone slabs, 20–25 mm thick, with exposed edges finished Sixty Eight Rupees Fifty Six Paise

in half-round moulding, fixed in position with cement mortar 1:1 (1

cement : 1 coarse sand), including cutting, dressing, making

7.40 necessary grooves in wall, proper leveling, jointing, and finishing

with cement slurry, complete as directed by the Engineer-in-charge.

27 Providing and laying Kota Stone Slab Both Side Edges Half 1155.44 One Thousand One Hundred Fifty Smt

Rounded Moulded 18-20 mm thick , in Door Window Sill, Jambs, Five Rupees Forty Four Paise

41.40 Sofits on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand)

With corner matched at 45° and jointed with cement slurry. [RA]

28 Providing and fixing window having extruded aluminum Colour 1713.70 One Thousand Seven Hundred Smt

anodized section frame main outer size 63.50 x Thirteen Rupees Seventy Paise

38.10 x 1.95 mm,@ Wt 1.094 Kg / Rmt, horizontal two track member

size 61.85 mm x 31.75 mm x 1.20mm @ wt.of 0.695 Kg/mt, vertical

member of size 61.85 mm x

31.75mm x 1.30 mm @ wt.of 0.659 Kg/mt with sliding shutters of

horizontal member size 40mm x 18mm x

13.80 1.29mm @ wt.of 0.456Kg/mt, vertical member of size 40mm x

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. [SOR 11028]

29 Providing and fixing standared extruded of alluminium section of 1175.56 One Thousand One Hundred Smt

size 63mm x 38.10mm x 1.2mm @ Wt. 0.643 Kg/mt with colour Seventy Five Rupees Fifty Six

7.40 anodized alluminium frame for ventilation with 5 mm thick Paise

frosted glass as details etc complete for Ventilation [SOR 11030]

30 Providing and fixing alluminium doors having door frame of 5539.85 Five Thousand Five Hundred Smt

63.0 x 38.10 x 2.95 mm size (1.516 Kg./Rmt) section No 14005 with Thirty Nine Rupees Eighty Five

wooden inserts for durable grip of door hinges, Single Shutter Pivoted Paise

14.00 35mm tk Flush Door with floor spring solid core finished with

mm tk lamination on both side with S.S handle and S.S Fixtures and

fastening including labour & material equipments as directed. [RA]

It.No. Estimated Rate In Unit Amount

be more or Item

31 Providing and fixing FRP frame size 100x50 mm and 28mm thick 2377.76 Two Thousand Three Hundred Smt

FRP depress panel shutter having extra reinforcement on sides & Seventy Seven Rupees Seventy

edges in Gel coat finish. The core of the shutter & frame is to be filed Six Paise

up with injected fire retardant grade polyurethene foam done in

situ alongwith embedded wooden pieces for stiffening & also taking

4.00 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 necessary screws & alluminium fixtures & fastenings &

fastener sleeve.[S.O.R.24-25 It.10037]

32 Providing and fixing M.S. grills of required pattern to wooden 109.08 One Hundred Nine Rupees Eight Kg.

frames of windows etc. with M.S. flats at required spacings and Paise

330.20 frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill. [S.O.R.24-25 It.10025AA]

33 Painting two coats (including priming coat) on new steel and other 104.99 One Hundred Four Rupees Ninety Smt

metal surface with synthetic enamel paint, brushing to give an Nine Paise

53.20 even shade including cleaning the surface of all dirt, dust and

other foreign matter. [S.O.R.24-25 It.10025AA + 19001 + 19005]

34 Providing and laying broken chine mosaic flooring of 12 mm to 20 mm 779.70 Seven Hundred Seventy Nine Smt

broken pieces of glazed tiles to be laid over cement mortar 1:3 to plain Rupees Seventy Paise

or slope and to be tempered to bring mortar creme out upto surface

119.60 using white cement including rounding off junctions and extending

them upto 15 cm along the wall,clearing with water and oxalic acid etc.

as directed. [SOR 14035 ]

35 Providing and fixing GI Pipe hand railing 0.90 mt height by providing 1344.31 One Thousand Three Hundred Rmt.

vertical support of 50 mm dia bars. pipe on top 50 mm dia GI pipe Forty Four Rupees Thirty One

and 32x32 Pipe For Dessign horizontal & Vertical pipes rail with Paise

12.20 vertical post of 50 mm dia with round ball on top of post including

bending welding and fixing Painting Two Coat With Primer as

It.No. Estimated Rate In Unit Amount

be more or Item

36 Providing, laying and jointing in true line and level 15 mm dia. 72.65 Seventy Two Rupees Sixty Five Rmt.

U.P.V.C. Pipe (SCH-40) line including fittings make or equivalent as 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

14.40 directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (SOR 24-25 23061)

37 Providing, laying and jointing in true line and level 25 mm dia. 91.84 Ninety One Rupees Eighty Four Rmt.

U.P.V.C. Pipe (SCH-40) line including fittings make or equivalent as 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

35.00 directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (SOR 24-25 23062)

38 Providing, laying and jointing in true line and level 50 mm dia. 195.67 One Hundred Ninety Five Rupees Rmt.

U.P.V.C. Pipe (SCH-40) line including fittings make or equivalent as Sixty Seven 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

81.40 directed including necessary fittings etc. including testing of pipe and

joints and fixing the same with adhesive solvent, including cost of all

materials. (SOR 24-25 23065)

It.No. Estimated Rate In Unit Amount

be more or Item

39 Providing, laying and jointing in true line and level 160mm 834.38 Eight Hundred Thirty Four Rupees Rmt.

diameter U.P.V.C. SWR Type B pipe confirming to IS 13592-1992 with Thirty Eight Paise

one end plain and other end socketed with rubbering & fitting

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

60.00 mm diameter x 210 mm length x 196 mm high 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 24-25 23066)

40 Providing and fixing to wall ceiling and floor 10.0 Kg. F/Cm2 339.05 Three Hundred Thirty Nine Rmt.

working pressure poluthene pipes of the following outside Dia. Low Rupees Five Paise

41.00 densidy, complete with special falnge compression type fittings, wall

clipsetc. including making good the wall ceiling and floor.(G)110

mm [SOR 23004E]

41 Providing and fixing to wall ceiling and floor 10.0 Kg. 280.23 Two Hundred Eighty Rupees Smt.

F/Cm2 working pressure poluthene pipes of the following Twenty Three Paise

outside Dia. Low densidy, complete with special falnge

compression type fittings, wall clipsetc. including making good

the wall ceiling and floor.(E) 75mm [SOR 23004F]

42 Providing and fixing PVC SWR Nahni Trap IS 14735 for drain - 100 mm 586.27 Five Hundred Eighty Six Rupees Nos

diameter with jali of the following nominal diameter of self Twenty Seven Paise

6.00 cleansing desigh with C.I. Scread down or hinged grating including

the cost of cutting and making good the walls. (SOR 24-25 23068)

43 Providing and fixing 600mm. x 450mm. Bevelled edge mirror of 859.41 Eight Hundred Fifty Nine Rupees Nos

superior glass mounted on 6mm. thick A.C. sheet or plywood sheet Forty One Paise

2.00 and fixed to wooden; lugs with

C.P. brass screws and washers. (SOR 24-25 23024 It.no 23.143)

44 Providing and fixing C.P. brass towel rail complete with 616.42 Six Hundred Sixteen Rupees Forty Nos

C.P. Brass brackets fixed to wooden plugs with C.P. Brass Two Paise

4.00 screws.(B) 600mm. x 20mm. size. (SOR 24-25 23025 It.no 23.144)

It.No. Estimated Rate In Unit Amount

be more or Item

45 Providing and fixing screw down bib taps of following size.(A) Brass 186.83 One Hundred Eighty Six Rupees Nos

10.00 screw down bib tap polished bright. (i) Eighty Three Paise

15mm dia. [SOR 23028A1]

46 Providing and fixing Kitchen sink with C.I. or M.S. brackets, painted 2711.78 Two Thousand Seven Hundred Nos

white including cutting holes in walls and making good the same but Eleven Rupees Seventy Eight

excluding fittings. (C) SS Sink Glosy ASIS 304 Grade x 1mm thick with Paise

2.00 over all size 610x460 mm & bowl size 560x410x200, With

Providing and fixing C.P. brass waste for washbasin or sink. (B)

Providing and fixing in position cowel went to pipes.(C) 505.17 Five Hundred Five Rupees Nos

100mm dia. [23006C] Seventeen Paise

48 Providing and laying KITCHEN PLAT FORM CONSIDERING 4160.19 Four Thousand One Hundred Smt

HEIGHT = 0.75MT (sandwich type) with machine cut single side Sixty Rupees Nineteen Paise

polished 18-20mm thick KOTA STONE on Top and Side Patta With Half

Round Moulding including Fixing resting on B.B.Masonry walls

23 cm.thick.in C.M.(1:6) with (i) Fixing or precast R.C.C.1:2:4)

cm. thick slab Making hole for gas piping

6.20 ,and at top sandwich type including half round moulding and Side todda

fixing with tiles on 10mm plaster filling gap withjoint Filler and

cement mortar etc,complete in true line and level as per detail

drawing and directed by

49 Providing and Fixing 50mm dia UPVC Check Valve of approved make, 895.87 Eight Hundred Ninety Five Each

suitable for UPVC pipeline system, including all necessary sockets, Rupees Eighty Seven Paise

solvent cement, rubber seal, threading, unions, clamps,

testing and commissioning complete as directed by Engineer-in-

4.00 Charge. The valve shall be corrosion resistant, leak proof, suitable for

horizontal/vertical installation and capable of preventing reverse flow

in water supply/drainage line. Complete in all respects. [MR]

50 Providing and fixing S.W. gully trap with C.I. grating brick masonry 1246.92 One Thousand Two Hundred Each

chamber and water tight C.I. cover with frame of 300mm x Forty Six Rupees Ninety Two

4.00 300mm size (inside) with standard weight.(i) Square mouth traps.(B) Paise

150mm x 100mm size P or R type. [SOR 24006B]

It.No. Estimated Rate In Unit Amount

be more or Item

51 Constructing brick masonary chamber for under ground 3660.76 Three Thousand Six Hundred Each

C.I. inspection chamber and bends with bricks having crushing Sixty Rupees Seventy Six Paise

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 :

coarse sand : 4 graded stone aggregates 20mm. 'size) foundation

2.00 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. (iii) Inside dimensions 500mm x 450mm and

700mm deep for pipe lines with three or more inlets. [SOR 24-

52 Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2- 11042.74 Eleven Thousand Forty Two Each

coarse sand : 4-graded stone aggregate 20mm nominal size) Rupees Seventy Four Paise

foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick

bats 40 + 50mm size) inside plastering 15mm thick with Cement

Mortar 1:3 (1-Cement : 3-coarse sand) finished with a floating coat of

neat cement and making channels in cement concrete 1:2:4 mix (1-

Cement :2-Coarse sand :4-stone aggregate 20mm nominal size)

finished smooth complete including curing and festing (i) Inside size

900mm x 1200mm and

2.00 1.5M. deep including C.I. cover with frame size 560mm diameter total

weight of cover and frame to be not less than 128 kgs. (Wt. of

cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than

/Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A

type depth 0.9 Metre for 150mm diameter sewer. (SOR 24-25

53 Providing erecting and fixing double coated . (ISI) water tank of 3.95 Three Rupees Ninety Five Paise Ltr.

required capacity each with all necessary fittings and connection etc.

1000.00 complete on terrace. (R&B

SOR 24-25 Sr No.22014 )

It.No. Estimated Rate In Unit Amount

be more or Item

54 Providing and fixing water closet squatting Pan (Indian type W.C. 2374.51 Two Thousand Three Hundred Each

Pan) size 580mm (Earthwork, bed concrete, foot reste, Flush Valve, Seventy Four Rupees Fifty One

2.00 with P or S trap Including (A) Vitreous China.(I) Long pattern = White Paise

colour.(RA -19)

55 Providing and fixing Big size Color wash basin with single hole for 3796.59 Three Thousand Seven Hundred Each

pillar tap with CI or MS brackets painted. Including cutting holes and Ninety Six Rupees Fifty Nine Paise

making good the same including providing & fixing CP brass

waste coupling 32mm dia providing & fixing bottle trap, With

2.00 Granite Size of 0.75x0.6 Double Side polished With Rounding Edge,

etc. PVC inlet connection 15mm brass screw down stop tap etc.

complete. (RA - 21)

56 Constg Septic tank Including Excavation,B.B.C.C. 1:5:10, with 34019.83 Thirty Four Thousand Nineteen Nos

brick masonarry wall in C;M 1:6 finished with Cement plaster in C;M; Rupees Eighty Three Paise

2.00 1:3 incl. partition with half brick masonary With Top Rcc Slab 10Cm

Thick. (Over All Size 2.5m x 2.0m. X 15.m O/O) Etc compt.[RA]

It.No. Estimated Rate In Unit Amount

be more or Item

57 Providing Sock well of inside Dimension 3.00 mt. Deep & 2.00 mt. Dia. 42588.67 Forty Two Thousand Five Each

Incl. Excavation, honey comb masonary work in C.M. 1:6 incl. Hundred Eighty Eight Rupees

2.00 Covering the top with slab and providing mainhole cover incl. Sixty Seven Paise

Providing vatas and curing etc. complete..

58 Providing and executing BALA Concept Educational Wall Artwork. 15150.00 Fifteen Thousand One Hundred job

comprising design development, surface preparation, primer Fifty Rupees

application, hand-painted educational graphics, learning charts,

alphabets, numbers, shapes, fruits, animals, birds, local culture

themes, environmental awareness graphics, storytelling panels,

foundational literacy and numeracy (FLN) learning elements,

interactive learning aids and child-friendly colourful illustrations

2.00 on interior and exterior walls, complete with weather-resistant, non-

toxic, washable acrylic paints of approved shades and designs. The

work shall include all labour, materials, scaffolding, artist charges,

layout marking, finishing, touch-up and protection of completed work

as directed by the Engineer-in-Charge, complete in all respects. (MR)

59 Providing and fixing of Corrugated roof panel shall be made out of 867.39 Eight Hundred Sixty Seven Smt.

0.5 mm thick pre coated GI sheet . The Precoated sheet shall be of Rupees Thirty Nine Paise

minimum 240 mpa steel grade confirming to IS 14246:1995 and shall

have zinc coating of minimum 120 gsm as per IS:277:1992 , 5-7

microns epoxy primer on both side of the sheet and polyester top coat

15-18 micron. The PPGI Sheet shall have plastic protective guard

17.20 film of minimum 25 microns to avoid scratches during

transportation. The ridge shall be fixed to the steel members by pop

rivet or self drilling/self stitching fastners @ maximum 450 mm c/c

along length of capping/flashing etc complete . [SOR 20057A]

60 Steel work, welded in built up sections framed work including 9108.48 Nine Thousand One Hundred Qtl

cutting, hoisting, fixing in position and applying a priming coat Eight Rupees Forty Eight Paise

of red lead paint. (A)In beams and joists, channels angles Tees,

5.40 flats, with connecting plates or angle cleats as in main and cross

beams. Hip and jack rafters, purlins conneted to common rafters and

the like. [S.O.R.24-25 It.11002AA]

It.No. Estimated Rate In Unit Amount

be more or Item

61 Excavation for foundation upto 1.5 m depth including 122.94 One Hundred Twenty Two Cmt

sorting out and stacking of useful materials and disposing off Rupees Ninety Four Paise

38.20 the excavated stuff upto 50 Meter lead.(A) Loose or softsoil [S.O.R.24-

62 Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse 3020.91 Three Thousand Twenty Rupees Cmt

sand : 8- Crushed aggregates 20 mm nominal size) and curing Ninety One Paise

6.40 complete excluding cost of formwork in

(A) Foundation and Plinth. [RA]

63 Providing and casting in situ ordinary cement concrete M 3858.43 Three Thousand Eight Hundred Cmt

5.80 150 for coping, over riding Wall including formwork curing and Fifty Eight Rupees Forty Three

finishing complete. [SOR 27067A] Paise

64 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 77.29 Seventy Seven Rupees Twenty Kg.

bending, binding and placing in position complete upto floor two Nine Paise

348.00 level [S.O.R.24-25 It. No.

65 Filling available excavated Earth (Excluding Rock ) in trench plinth 136.92 One Hundred Thirty Six Rupees Cmt

side of foundation . in layer not excluding 20 cm in depth Ninety Two Paise

19.20 consolidation each deposited layer by ramming and watering etc.

complete [S.O.R.24-25 It.4.12]

66 Uncoursed Rubble Masonry with hard stone of approved quality in 2586.61 Two Thousand Five Hundred Cmt.

foundations and plinth in Cement Mortar 1:6 (1cement : 6-coarse Eighty Six Rupees Sixty One Paise

16.20 sand including levelling up etc. complete. [S.O.R.24-25, It.07001AA,]

67 Precast concrete block masonry (including quoin blocks jamb blocks 3771.97 Three Thousand Seven Hundred Cmt

closer etc.) with solid concrete blocks of approved size made of Seventy One Rupees Ninety

cement concrete 1:3:6 mix (1-Cement : 3 coarse sand: 6- graded Seven Paise

24.80 stone aggregates of 20 mm and down grade) in foundation and

plinth cement morter 1:6 [S.O.R.24-25 07012A]

68 Providing 15mm thick cement plaster in single coat on Rough 141.48 One Hundred Forty One Rupees Smt

(Similar)side of single or half brick walls for interior plastering upto Forty Eight Paise

286.20 floor two level and finished even and smooth in (i) Cement mortar 1:6

(1-cement:6-sand) [S.O.R.24-25 17002C]

It.No. Estimated Rate In Unit Amount

be more or Item

69 Finishing wall with weather proof exterior emulsion paint on wall 120.26 One Hundred Twenty Rupees Smt.

surface (Two coats) to give an required shape even shade after Twenty Six Paise

286.20 thoroughly brushing the surface to remove all dirt, and

remains of loose powdered materials.etc complete. [SOR 19031]

70 Providing and fixing M.S. grills of required pattern to wooden 109.08 One Hundred Nine Rupees Eight Kg.

frames of windows etc. with M.S. flats at required spacings and Paise

367.60 frame alround, square or round bars with round headed bolts and

nuts or by screws (A) Plain Grill. [S.O.R.24-25 It.10025AA]

71 Painting two coats (including priming coat) on new steel and other 68.57 Sixty Eight Rupees Fifty Seven Smt

metal surface with synthetic enamel paint, brushing to give an Paise

14.80 even shade including cleaning the surface of all dirt, dust and

other foreign matter. [S.O.R.24-25 19005]

72 Point wiring for Light / Fan / Bell / Primary Point with 2-1.5 299.97 Two Hundred Ninety Nine Point.

Sq.mm & earth wire of 1.5 Sq.mm (green) both are of ISI marked Rupees Ninety Seven Paise

1.1 kv grade FRLS PVC insulated multistrand copper wires, in

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

24.00 /ceiling, complete with 6A Tissino Type ISI marked flush type switch /

bell push and accessories erected on Metal / PVC Box covered with

mm thick PC (Polycarbonate) / Acrylic sheet with necessary

Lamp holder / ceiling rose /

H.D. Connector as directed. (c) with oval conduit /pvc casing

capping double lock type

73 Point wiring for independent PLUG with following size mains 336.33 Three Hundred Thirty Six Rupees Point.

earthwire of Thirty Three Paise

1.5 sq.mm (green) both are 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 ISI

12.00 marked 3 / 5 Pin socket and tissino type switch erected with earth

continuity connection erected on Metal / PVC box covered with

mm thick PC(Polycarbonet) / Acrylic sheet. (h) with oval conduit

/pvc casing capping double lock type

It.No. Estimated Rate In Unit Amount

be more or Item

74 Mains with ISI marked electrolyte stranded copper conductor, 66.66 Sixty Six Rupees Sixty Six Paise Mtr.

Non PVC Zero Halogen free fire retardant insulated copper

conductor, insulated wire (HFFR) conforms to IS-694, erected in

100.00 existing pipe with 1.5sq. mm copper conductor of same specifications

for earth continuity of following size. [i] 3 wire 1.5 sq.mm

75 Supplying & erecting earth pit of minimum bore dia.150mm 4591.46 Four Thousand Five Hundred Nos

size approved make Earthing Electrode consisting Pipe-in-Pipe Ninety One Rupees Forty Six

Technology as per IS 3043-1987 made of corrosion free G.I.Pipes Paise

having Outer pipe dia of 50mm having 80-200 Micron

galvanising, Inner pipe dia of 25 mm having 200-250 Micron

galvanising, connection terminal dia of 12mm with constant ohmic

2.00 value surrounded by highly conductive compound with high charge

dissipation suitable for following type of applications. (a) For

Electrical Installation up to 440V in normal soil Length of pipe -

Mtr Back filling compound - 1 Nos Bag of 15 Kg.

76 Providing & Erecting following Shockproof tissino type 31.31 Thirty One Rupees Thirty One Nos

accessories erected on 3 mm thick PC (Polycarbonate) Paise

4.00 sheet in PVC/ Metal Box. erected on wall/ ceiling. (1) One no

Single pole 6 A Switch / Bell push

77 Providing & Erecting following Shockproof tissino type 47.47 Forty Seven Rupees Forty Seven Nos

accessories erected on 3 mm thick PC (Polycarbonate) Paise

4.00 sheet in PVC/ Metal Box. erected on wall/ ceiling. (3) One no

Single pole 16 A Switch

78 Providing & Erecting following Shockproof tissino type 219.17 Two Hundred Nineteen Rupees Nos

accessories erected on 3 mm thick PC (Polycarbonate) Seventeen Paise

4.00 sheet in PVC/ Metal Box. erected on wall/ ceiling. (14)

Electronic Hum free EME Socket Type Steps Fan Regulator

79 Providing & erecting Switch board for Computer or electric 332.29 Three Hundred Thirty Two Nos

apparatus consisting of following items in single board erected on Rupees Twenty Nine Paise

PVC / Metal board with 3 mm thick PC (Polycarbonate) / Acrylic

4.00 sheet erected as directed 1 no. 6A/16A universal plug-switch

combined. 4 nos. 6A Switch 4 nos. 6A 5 pin Plug

It.No. Estimated Rate In Unit Amount

be more or Item

80 Providing & erecting 240 V MCB double pole switch for 330.27 Three Hundred Thirty Rupees Nos

motor & inductive load (C Curve) having 10 KA breaking capacity Twenty Seven Paise

2.00 & confirms to IS

: 8828 in existing box having following capacity (B) 40 Amp. Cat.III

81 Providing and erecting Sheet Steel powder coated MCB distribution 702.96 Seven Hundred Two Rupees Nos

board flush / surface mounted fitted with busbar, neutral link, Ninety Six Paise

earth bar and DIN rail, confirming to IS 13032 and BS 5486-1986

2.00 without MCB to house appropriate nos. of MCBs. (The DBs

should be used of same company of MCB to be used) (A,a,iii)) Single

phase 8 way single door

82 Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 535.30 Five Hundred Thirty Five Rupees Nos

Watt to 0.5 Watt assembled on single MCPCB, with housing Thirty Paise

used as a heat sink shall be made of thick sheet Steel conforming

to IS: 513/CRCA/ aluminium die cast powder coated and high U.V.

& corrosion resistance with diffuser with company mark/name

160V to 270V, Power Factor more than 0.95, THD < 15%, CCT

6.00 6500K, Luminaire efficacy> 85 lumens/watt ,LED LED

driver efficiency > 85 % ( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any

wattage capacity between the ranges shown.)(A) Tube Light with

integral driver (v) 36-40 Watts, Surge-2 KV, IP-20, conventional 4 feet

83 Supplying and erecting led lamps with following wattage capacity 404.00 Four Hundred Four Rupees Nos

240 voltage, minimum 15000 burning hours life, 500 V in

8.00 built-surge protection,Polycarbonate diffuser, mounting suitable

for E14 / E27 / B22 lamp holders, pf >= 0.5 (A) LED Lamps

integral type, with PC diffuser suitable LAMP holder (v) 21 to

84 Providing and erecting Approved make Ceiling fan with double ball 1596.81 One Thousand Five Hundred Nos

bearing ISI mark with condenser A.C. 23OV.50 c/s.1200 mm. sweep Ninety Six Rupees Eighty One

6.00 complete, canopy erected on existing hook or clamp with earthing. Paise

[Make shall be approved by Engineer in charge]

It.No. Estimated Rate In Unit Amount

be more or Item

85 Approved make ELCBs / RCCBs conforming to IS: 12640 and 2636.10 Two Thousand Six Hundred Thirty Nos

having sensitivity of 30 mA and Short Circuit withstand capacity of 6 Six Rupees Ten Paise

KA and suitable for operation on single phase 240 V. having

2.00 characteristic of quick action & tripping with all advance feature & do

not incorporate any electronic component. for following

Max. rating erected as directed (ii) 40Amps. DP Cat-II

86 Providing & erecting open well type horizontal mono block pump 7934.56 Seven Thousand Nine Hundred Nos

set with stainless steel body having following specification (A) 0.5 Thirty Four Rupees Fifty Six Paise

H.P. single phase open well motor pump set having discharge of

2.00 115 LPM @ 15 mtr. head suitable for 32 mm dia. delivery pipe with

control panel Cat. II

87 Providing and Fixing SS 304 Foldable Checking bed having size 1.50 X 4545.00 Four Thousand Five Hundred MR

0.60 X 0.75 mm including using of 25mm dia pipe, SS 2mm thick, matter Forty Five Rupees

2.00 of 25.4 (1") of 40 density, cover with regine cloth of approved quality

etc completed as directed by Engineer incharge.

88 Providing and Fixing of SS 304 Hanger for bag including using 202.00 Two Hundred Two Rupees MR

40.00 all necessary materials like SS rail, screw etc completed as directed

by Engineer Incharge.

89 Providing and Fixing pin cushion display board having size 1.20 X 0.75 1464.50 One Thousand Four Hundred MR

mt including using of alluminum section frame, 18mm thick WB Sixty Four Rupees Fifty Paise

2.00 plywood, nevy blue Cushion cloth pin etc completed as directed

Engineer Incharge.

90 Providing and fixing of hook of 10mm or 12mm dia including 303.00 Three Hundred Three Rupees MR

drilling hole, fixing of male- female thrade fastner sealing the

2.00 same with appoxy compound, finishing the same etc complete

Engineer incharge.

91 Providing and fixing medical device & equipment standio meter 1515.00 One Thousand Five Hundred MR

height measuring scale 2.10mt long including fixing in wall with Fifteen Rupees

2.00 using of all heavy SS screw, rail etc complete as directed by

92 Providing and supplying standard PVC (Polyvinyl chloride) Chair 505.00 Five Hundred Five Rupees MR

4.00 with handle of approved design and

make as directed by Engineer incharge.

It.No. Estimated Rate In Unit Amount

be more or Item

93 Providing and supplying standard PVC (Polyvinyl 505.00 Five Hundred Five Rupees MR

4.00 chloride) Stool having size 3.75 X 0.60 X 0.45mtr of approved make as

directed by Engineer incharge.

94 STORAGE WITH WATER PROOF PLY 3838.00 Three Thousand Eight Hundred MR

Providing and fixing side and back storage unit of overall size 450 Thirty Eight Rupees

mm × 450 mm × 450 mm, box type construction, fabricated from

mm thick BWP grade waterproof plywood conforming to IS:710,

including cutting, grooving, edge banding with 2 mm PVC tape,

necessary screws, adhesives, fixtures and fittings, finished with

10.08 1.0 mm decorative laminate on exposed surfaces and balancing

laminate on internal surfaces, complete with all hardware,

carpenter work, transportation, installation and finishing as directed by

the Engineer-in-Charge, complete in all respects. as per drawing

and direction of Architect/ Engineer in charge. [MR]

95 Providing and Fixing ABC stored Fire Extinguisher 6 Kgs Capacity 2525.00 Two Thousand Five Hundred Each

complete in all aspect confirming to IS 15683 with ISI mark Twenty Five Rupees

2.00 multipurpose as per instruction of Engineer in charge. [MR]

96 Providing and Fixing CO2 Fire Extinguisher 4.5 Kgs Capacity 5858.00 Five Thousand Eight Hundred Each

complete in all aspect confirming to IS 15683 with ISI mark (Especially Fifty Eight Rupees

2.00 for Electrical Fire) as per instruction

of Engineer in charge. [MR]

97 Providing and fixing AUTOGLOW Signages (0.30 Smt) in Block Letters of 505.00 Five Hundred Five Rupees Each

Specified Sizes on Both Faces of Panel With Hanging Facilty with

2.00 SS Cahin or SS High tensile Wire etc Completed as per design and

requirement as directed by EIC. [MR]

98 Adiitional Exterier Development:(Play Area + Maze, Sensory Wall, 110000.00 One Hundred Ten Thousand job

2.00 Pavallion +Outdoor Classroom, Overall Softscaping, Overall hardscaping, Rupees

Overall landscaping, Outer Graphics

Three Million One Hundred Fifty Six Thousand Two Hundred Thirty Five Rupees Thirty Nine Paise

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 9,96,729.46 Estimated amount put to tender Rs

It.No. Estimated Rate In Unit Amount

be more or Item

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.