2 G Type

general abstract

S.No. DETAILS OF WORK AMOUNT1 2 31 1869425 = 00

2 Electrification (Detailed estimate enclosed ) 193000 = 00

3 Add 1.00% for Quality control of Civil Cost 18694 = 00

4 Add 1.00% for Land Development of Civil Cost 18694 = 00

5 Add 3.5 % for Work Charge and Contengencies : 65430 = 00

Grand Total : 2165243 = 00

Say Rs. : 21.65 Lacs

CONSTRUCTION OF 2 GTYPE QUARTER INCLUDING WATER SUPPLY AND SANITARY FITTINGS (STANDARD ESTIMATE )

SUB-ENGINEER SUB-DIVISIONAL OFFICERP.W.D. (B/R) Sub-Division

Dhamtari

EXECUTIVE ENGINEERP.W.D., Dhamtari Division,

Dhamtari

S.N PARTICULARSMEASUREMENTS QUANTITY

No L B D

1 2 3 4 5 6 7 81 1.2

1 x 1 14.30 21.70 - 310.31 sqm2 1.1

1.1.1 In all types of soilcolumn footing 30 x 1 2.00 2.10 2.50 315.00

L/W Below ground beam 2 × 4 2.00 0.30 0.30 1.442 × 2 1.20 0.30 0.30 0.432 × 1 0.50 0.30 0.30 0.09

S/w 2 × 2 1.20 0.30 0.30 0.432 × 1 0.80 0.30 0.30 0.144 × 1 2.20 0.30 0.30 0.79

Steps 2 x 2 1.40 1.00 0.30 1.681 x 1 2.60 1.00 0.30 0.78

S.Tank 1 x 1 4.90 2.30 2.00 22.54343.33 cum

3 1.6

1.6.1 All types of soilcolumn footing 30 x 1 2.00 2.10 1.00 126.00

Septic tank 1 x 1 4.90 2.30 0.50 5.64131.64 cum

4 1.18

column footing 30 x 1 2.00 2.10 0.50 63.00Below floor 2 x 1 7.80 8.10 1.00 126.36

2 x 1 4.00 2.20 1.00 17.60Stair portion 1 x 1 6.40 2.40 1.00 15.36

1 x 2 10.30 2.00 0.60 24.72

1 x 2 21.70 2.00 0.60 52.08299.12 cum

DETAILED MEASUREMENTS FOR CONSTRUCTION OF 2 G-TYPE QUARTER INCLUDING WATER SUPPLY AND SANITARY FITTINGS (STANDARD ESTIMATE )

S.O.R. ITEM No.

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

Extra for every additional lift of 1.5 m or part thereof.

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Site devoplement due to BC Soil and water logged area


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

5 1.17

same qty of excavation 343.33 cum6 3.1

3.1.3

column footing 30 x 1 2.00 2.10 0.20 25.20Base conc under floor verandah 2 x 1 3.6 1.60 0.10 1.15

Living Room 2 x 1 3.6 3.00 0.10 2.16Bed room 2 x 2 3.60 3.00 0.10 4.32

2 x 2 1.90 0.60 0.10 0.46kitchen 2 x 1 3.6 2.70 0.10 1.94

w.c. 2 x 1 0.90 1.20 0.10 0.22Bath 2 x 1 1.80 1.20 0.10 0.43

Lobby 2 x 1 1.70 2.50 0.10 0.852 x 1 0.90 1.20 0.10 0.22

Staps 2 x 2 1.40 1.00 0.15 0.841 x 1 2.40 1.00 0.15 0.36

Stair portion 1 x 1 6.40 2.40 0.15 2.30Septic tank 1 x 1 4.90 2.30 0.15 1.69

42.14 cum7 3.5

3.5.2

column Footing 30 x 1 1.80 1.90 0.20 20.52Toper portion 30 x 1 (1.90+0.30)/2x(1.80+0.20)/2 0.30 9.90

column up to plith beam bottom 30 x 1 0.30 0.20 1.90 3.42column up to floor beam 30 x 1 0.30 0.20 3.32 5.98

column up to floor beam mumty 4 x 1 0.30 0.20 2.10 0.50Ground beam GB1 2 x 1 10.30 0.20 0.40 1.65

2 x 1 8.10 0.20 0.40 1.30GB2 2 x 1 2.40 0.20 0.40 0.38GB2 2 x 1 1.80 0.20 0.40 0.29

GB/SW 2 x 4 3.60 0.20 0.40 2.302 x 2 2.10 0.20 0.40 0.674 x 1 2.40 0.20 0.40 0.77

Plinth beam PB1 2 x 1 6.30 0.20 0.40 1.01

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.

1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto floor five level excluding cost of reinforcement and form work.

M-25 (using minimum cement 410 kg/cum concrete)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

2 x 5 3.60 0.20 0.40 2.88P B2 2 x 2 1.20 0.20 0.40 0.38

Kitchen plateform 2 x 1 3.10 0.80 0.10 0.50lintal beam L/w. 2 x 2 10.30 0.20 0.20 1.65

2 x 1 8.10 0.20 0.20 0.65L/w 2 x 2 1.20 0.10 0.15 0.07s/w 2 x 4 3.60 0.20 0.20 1.15

2 x 2 1.70 0.20 0.20 0.272 x 2 2.10 0.20 0.20 0.342 x 2 0.40 0.20 0.20 0.062 x 2 3.60 0.10 0.15 0.222 x 1 1.90 0.10 0.15 0.062 x 1 1.20 0.10 0.15 0.042 x 1 2.40 0.20 0.20 0.19

Chhajja D2 2 x 1 1.10 0.60 0.10 0.13 W1 2 x 2 1.5 0.60 0.10 0.36W1 2 x 2 1.8 0.60 0.10 0.43W2 2 x 2 1.2 0.60 0.10 0.29Girll 2 x 1 4.00 0.60 0.10 0.48

Stair portion 1 x 1 2.60 0.60 0.10 0.161 x 1 2.40 0.60 0.10 0.14

Floor beam L/W SB. 2 x 2 10.30 0.20 0.28 2.312 x 1 8.10 0.20 0.28 0.91

s/w 2 x 6 3.60 0.20 0.28 2.422 x 2 1.70 0.20 0.28 0.382 x 2 2.10 0.20 0.28 0.472 x 2 0.40 0.20 0.28 0.091 x 2 5.40 0.20 0.28 0.601 x 2 2.40 0.20 0.28 0.272 x 1 2.40 0.20 0.28 0.27

1st flight 1 x 1 3.75 1.20 0.12 0.542nd flight 1 x 1 4.25 1.20 0.12 0.61

Steps 11 x 2 1/2 x1.20 0.30 0.15 0.59Landing 1 x 1 2.80 1.20 0.12 0.40

Beam 1 x 1 2.80 0.20 0.28 0.16Slab 2 x 1 8.20 8.50 0.12 16.73

2 x 1 4.40 2.20 0.12 2.321 x 1 2.20 2.40 0.12 0.63

Mumty slab 1 x 1 3.20 5.80 0.12 2.23Septic tank 1 x 1 4.40 1.80 0.10 0.79

Loft 2 x 2 1.90 0.60 0.08 0.3692.22 cum

8 3.14

3.14.3 Cold twisted bar / Hot rolled deformed steel

110.0 kg of RCC work 10144.27 cum9 2.1

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:

Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

2.1.1

Column footing sides 30 x 2 (1.90+1.80) 0.20 44.40Trypozeium portion 30 x 2 1.90+0.30 0.90 59.40

2 Column pedestal 30 x 2 1.80+0.20 0.85 51.00

230 x 4 (0.30+0.20) 1.90 114.00

Ground beam GB1 2 x 2 10.30 - 0.40 16.48 2 x 2 8.10 - 0.40 12.96

GB2 2 x 1 2.40 - 0.40 1.92GB2 2 x 1 1.80 - 0.40 1.44

GB/SW 2 x 4 3.60 - 0.40 11.522 x 2 2.10 - 0.40 3.36

Plinth beam PB1 2 x 2 6.30 - 0.40 10.082 x 1 6.30 0.20 - 2.52

2 x 10 3.60 - 0.40 28.802 x 10 3.60 0.20 - 14.40

P B2 2 x 4 1.20 - 0.40 3.842 x 2 1.20 0.20 - 0.96

Stair portion 4 x 2 2.40 - 0.40 7.68384.76 sqm

2.1.6

column up to floor beam 30 x 2 0.20 - 3.32 39.8430 x 2 0.30 - 3.32 59.76

column up to floor beam mumty 4 x 2 0.30 - 2.10 5.044 x 2 0.20 - 2.10 3.36

108.00 sqm 2.1.8

Slab Bed Room 2 x 2 3.60 3.00 - 43.202 x 2 1.90 0.60 - 4.56

Living room 2 x 1 3.60 3.00 - 21.60Kitchen 2 x 1 3.60 2.70 - 19.44

Verandah 2 x 1 3.60 1.60 - 11.52Toilet 2 x 1 3.60 2.50 - 18.00

Slab projection 2 x 2 10.70 0.20 - 8.562 x 2 7.80 0.20 - 6.242 x 2 8.20 - 0.12 3.942 x 2 10.70 - 0.12 5.14

Septic tank 1 x 1 4.00 1.40 - 5.601 x 2 4.40 - 0.10 0.881 x 2 1.80 - 0.10 0.361 x 1 2.20 2.40 - 5.281 x 2 2.20 - 0.12 0.531 x 2 2.40 - 0.12 0.58

Mumty slab 1 x 1 2.40 5.00 - 12.001 x 2 3.20 - 0.12 0.771 x 2 5.80 - 0.12 1.39

169.58 sqm2.1.9 Beams, lintels, cantilevers & walls

Kitchen plateform 2 x 1 2.70 0.60 - 3.24

Foundations, footings, base of columns and plinth beam in any shape and size.

Columns, Pillars, Piers and likes- rectangular or square in shape

Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

2 x 2 3.10 - 0.10 1.242 x 2 0.80 - 0.10 0.32

lintal beam L/w. 2 x 6 10.30 - 0.20 24.722 x 3 8.10 - 0.20 9.72

L/w 2 x 4 1.20 - 0.15 1.442 x 2 1.20 0.10 - 0.48

s/w 2 x 12 3.60 - 0.20 17.282 x 6 1.70 - 0.20 4.082 x 6 2.10 - 0.20 5.042 x 6 0.40 - 0.20 0.962 x 4 3.60 - 0.15 4.322 x 2 3.60 0.10 - 1.442 x 2 1.90 - 0.15 1.142 x 1 1.90 0.10 - 0.382 x 2 1.20 - 0.15 0.722 x 1 1.20 0.10 - 0.24

Stair portion beam 2 x 3 2.40 0.20 2.88Stair portion Chhajjas 1 x 1 2.60 0.60 - 1.56

1 x 1 2.60 - 0.10 0.261 x 1 2.40 0.60 - 1.441 x 1 2.40 - 0.10 0.24

Chhajja D2 2 x 1 1.10 0.60 - 1.322 x 1 0.60 - 0.10 0.122 x 1 1.10 - 0.10 0.22

W1 2 x 2 1.5 0.60 - 3.602 x 2 1.5 - 0.10 0.60

W1 2 x 2 1.8 0.60 - 4.322 x 2 1.8 - 0.10 0.722 x 4 0.6 - 0.10 0.48

W2 2 x 2 1.20 0.60 - 2.882 x 2 1.20 - 0.10 0.482 x 4 0.6 - 0.10 0.48

Girll 2 x 1 4.00 0.60 - 4.802 x 1 4.00 - 0.10 0.802 x 2 0.60 - 0.10 0.24

Floor beam L/W SB. 2 x 4 10.30 - 0.28 23.072 x 2 10.30 0.20 - 8.242 x 2 8.10 - 0.28 9.072 x 1 8.10 0.20 - 3.24

s/w 2 x 12 3.60 - 0.28 24.192 x 6 3.60 0.20 - 8.642 x 4 1.70 - 0.28 3.812 x 2 1.70 0.20 - 1.362 x 4 2.10 - 0.28 4.702 x 2 2.10 0.20 - 1.682 x 4 0.40 - 0.28 0.902 x 2 0.40 0.20 - 0.32

Loft 2 x 2 1.90 0.60 - 4.56Stair portion 2 x 2 5.40 - 0.28 6.05

2 x 2 2.40 - 0.28 2.692 x 2 2.40 - 0.28 2.691 x 2 2.80 - 0.28 1.57

210.98 sqm


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

2.1.16

1st flight 1 x 1 3.75 1.20 - 4.501 x 2 3.75 - 0.12 0.901 x 2 1.20 - 0.12 0.29

2nd flight 1 x 1 4.25 1.20 - 5.101 x 2 4.25 - 0.12 1.021 x 2 1.20 - 0.12 0.29

Steps 11 x 2 1.20 0.15 - 3.96Landing 1 x 1 2.80 1.20 - 3.36

1 x 2 2.80 - 0.12 0.671 x 2 1.20 - 0.12 0.29

20.38 Sqm

10 7.4

7.4.2

Above Ground beam L/w 2 x 1 10.30 0.20 0.80 3.302 x 1 8.10 0.20 0.80 2.592 x 1 2.40 0.20 0.80 0.772 x 1 1.80 0.20 0.80 0.58

S/w 2 x 2 3.60 0.20 0.80 2.302 x 2 1.70 0.20 0.80 1.092 x 2 2.10 0.20 0.80 1.342 x 2 0.40 0.20 0.80 0.263 x 1 2.40 0.20 0.80 1.15

Step 2 x 2 1.20 0.90 0.15 0.652 x 2 1.20 0.60 0.15 0.432 x 2 1.20 0.30 0.15 0.221 x 1 2.60 0.90 0.15 0.351 x 1 2.60 0.60 0.15 0.231 x 1 2.60 0.30 0.15 0.12

Septic tank s/w 1 x 2 4.60 0.30 0.90 2.481 x 2 1.40 0.30 0.90 0.761 x 2 4.40 0.20 1.25 2.201 x 2 1.40 0.20 1.25 0.70

21.51 cum

11 7.5 Brick work in superstructure:

7.5.1 Above plinth and upto floor five level.

L/w 2 x 2 10.30 0.20 3.32 27.362 x 1 8.10 0.20 3.32 10.76

s/w 2 x 2 1.70 0.20 3.32 4.522 x 2 2.10 0.20 3.32 5.582 x 4 3.60 0.20 3.32 19.12

2 x 2 0.40 0.20 3.32 1.062 x 1 2.40 0.20 3.32 3.19

Mumty 2 x 1 2.40 0.20 2.10 2.022 x 1 5.00 0.20 2.10 4.20

deduction for openings D 2 x 1 1.00 0.20 -2.10 -0.84

Stair cases of all types excluding spiral and folded plate type, including risers and landings

Brick work with modular well burnt (open bhatta) clay bricks of crushing strength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in:

Cement Mortar 1:8 (1 Cement : 8 Coarse Sand)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

D2 2 x 5 0.90 0.20 -2.10 -3.78W1 2 x 4 1.50 0.20 -1.20 -2.88W2 2 x 2 0.90 0.20 -1.20 -0.86

V 2 x 2 0.80 0.20 -0.60 -0.38Grill 2 x 1 2.00 0.20 -1.20 -0.96

Mumty D2 1 x 1 0.90 0.20 -2.10 -0.38CG 1 x 1 2.40 0.20 -2.10 -1.01W1 1 x 1 1.50 0.20 -1.20 -0.36

66.34 cum12 7.9

7.9.2

Partition WallWC 2 x 2 3.60 - 3.32 47.81

2 x 1 1.90 - 3.60 13.68Toilet 2 x 2 1.20 - 3.60 17.28

Shelves 2 x 2 0.60 - 2.10 5.04deduction for openings

D2 2 x 2 0.90 - 2.10 -7.56D3 2 x 2 0.80 - 2.10 -6.72

69.53 sqm13 7.1

quantity same as item no12 69.53 sqm14 3.17

1 x 1 80.00 0.20 0.05 0.80 cum

15 3.19

1 x 1 80.00 0.20 16.00 sqm

Half brick thick brick masonry with modular well-burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in superstructure above plinth level upto floor five level.

Cement Mortar 1:4 (1 cement : 4 coarse sand)

Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

16 9.13

9.13.4

D 2 x 1 5.20 10.40D2 1 x 15 5.10 76.50D3 2 x 2 5.00 20.00W1 1 x 9 7.80 70.20W2 2 x 2 5.40 21.60

V 2 x 2 2.80 11.20103.00 metre

17 8.11

8.11.2 35 mm. thick (single leaf) D 2 x 1 1.00 2.10 4.20

D2 1 x 15 0.90 2.10 28.3532.55 sqm

Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate 100mmx50mm size, 1.6 mm thick sheet.

Providing and fixing flush door shutters, interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

18 8.158

8.158.1 PVC door shutterD3 2 x 2 0.80 2.10 6.72

6.72 sqm19 8.6

8.6.2 Bijasal, benteak, khair, halduW-1 1 x 9 1.50 1.20 16.20W-2 2 x 2 0.90 1.20 4.32

V 2 x 2 0.80 0.60 1.9222.44 sqm

20 8.126

8.126.2 250x16mm 2 x 11 22.00 each

21 8.127

8.127.2 250x12mmD 2 x 11 22.00 each

22 9.33

2 x 4 8.00 each

Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).

Providing and fixing 30mm thick panelled or glazed or panelled and glazed shutter frames for doors excluding hinges and panelling. (Area of shutter to be measured without deducting panelling area)

Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickle plated iron nuts bolts and screws etc complete.

Providing and fixing aluminium door latch with 12mm rod, necessary nickle plated iron nuts bolts and screws etc complete.

Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

23 8.128

8.128.3 150 x10mm D 2 x 10 20.00

W1 2 x 12 24.001 x 3 3.00

W2 2 x 4 8.00V 2 x 4 8.00

63.00 each

24 8.129

8.129.2 125 mm D 4 x 12 48.00

W1 6 x 4 24.00W2 4 x 2 8.00

V 2 x 2 4.0084.00 each

25 9.1

W-1 2 x 4 1.50 1.20 14.401 x 1 1.50 1.20 1.80

W-2 2 x 2 0.90 1.20 4.32V 2 x 2 0.80 0.60 1.92

Grill 2 x 1 2.00 1.20 4.8027.24 sqm

lum-sum 25kg/sqm 681.00 kg26 11.1 6mm thick cement plaster of mix:

11.1.2

Bed Room 2 x 2 3.60 3.00 - 43.202 x 2 1.90 0.60 - 4.56

Living room 2 x 1 3.60 3.00 - 21.60Kitchen 2 x 1 3.60 2.70 - 19.44

Verandah 2 x 1 3.60 1.60 - 11.52Toilet 2 x 1 3.60 2.50 - 18.00

Slab projection 2 x 2 10.70 0.20 - 8.562 x 2 7.80 0.20 - 6.24

Chhajja D2 2 x 1 1.10 0.60 - 1.32 W1 2 x 2 1.5 0.60 - 3.60W1 2 x 2 1.8 0.60 - 4.32W2 2 x 2 1.2 0.60 - 2.88Girll 2 x 1 4.00 0.60 - 4.80Loft 2 x 2 1.90 0.60 - 4.56

1 x 1 2.20 2.40 - 5.28Mumty slab 1 x 1 2.40 5.00 - 12.00

1 x 2 3.20 0.20 - 1.281 x 2 5.80 0.20 - 2.32

Providing and fixing aluminium tower bolts (Barrel type) with necessary nickle plated iron screws etc complete.

Providing and fixing aluminium door handles 2.5mm thick with necessary nickle plated iron screws etc complete.

Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

In Cement mortar 1:4 (1 cement : 4 fine sand)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

175.48 sqm27 11.2 12mm thick cement plaster of mix:

11.2.4

Living Room 2 x 2 3.00 3.60 43.202 x 1 3.60 3.60 25.92

Bed room 2 x 2 3.00 3.60 43.202 x 2 3.60 3.60 51.84

2 x 4 0.60 3.60 17.28Verandah 2 x 2 1.60 3.60 23.04

2 x 1 3.60 3.60 25.92Kitchen 2 x 2 3.60 3.60 51.84

2 x 2 2.70 3.60 38.88Lobby 2 x 2 2.60 1.50 15.60

2 x 1 1.80 1.50 5.402 x 2 1.20 1.50 7.20

W.C 2 x 2 1.20 1.50 7.202 x 1 0.90 1.50 2.702 x 4 0.60 2.10 10.08

Stair portion 1 x 2 5.20 6.00 62.401 x 2 2.40 2.40 11.521 x 2 1.60 3.60 11.521 x 1 2.40 1.50 3.60

Deduction D 2 x 1 1.00 -2.10 -4.20D2 2 x 7 0.90 -2.10 -26.46D3 2 x 2 0.80 -2.10 -6.72

W-1 2 x 4 1.50 -1.20 -14.40W-2 2 x 2 0.90 -1.20 -4.32

V 2 x 2 0.80 -0.60 -1.92400.32 sqm

28 11.3

11.3.1outer walls 2 x 1 10.30 4.60 94.76

2 x 1 17.70 4.60 162.841 x 2 0.90 4.60 8.282 x 4 0.60 4.60 22.08

steps 2 x 2 0.75 1.20 3.602 x 4 0.90 0.15 1.082 x 4 0.60 0.15 0.722 x 4 0.30 0.15 0.36

steps 1 x 1 2.60 1.20 3.121 x 2 0.90 0.15 0.271 x 2 0.60 0.15 0.181 x 2 0.30 0.15 0.09

Saptic Tank 1 x 2 4.00 2.15 17.201 x 2 1.40 2.15 6.02

Saptic Tank Outer side 1 x 2 4.40 0.30 2.641 x 2 1.80 0.30 1.08

Mumty 1 x 2 5.40 2.50 27.001 x 2 2.80 2.50 14.00

365.32 (A)Bed room 2 x 2 3.60 3.60 51.84

2 x 2 3.00 3.60 43.20

In cement Mortar 1:6 (1 cement : 6 fine sand)

15mm thick cement plaster on the rough side of single or half brick wall of mix:In cement Mortar 1:6 (1 cement : 6 fine sand)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

Passage 2 x 1 2.50 3.60 18.00Verandah 2 x 1 3.60 3.60 25.92

Living 2 x 1 3.60 3.60 25.92Toilet 2 x 1 1.80 1.50 5.40

2 x 1 0.90 1.50 2.70172.98 (B)

A+B 538.30 Sqm

29 12.2

12.2.1 40 mm thick Bed room 2 x 2 3.60 3.00 43.20

Living Room 2 x 1 3.60 3.00 21.60Verandah 2 x 1 3.60 1.60 11.52

Door sill 2 x 1 1.00 0.20 0.40D2 2 x 5 0.90 0.20 1.80

2 x 1 1.00 0.20 0.40 self 2 x 2 1.90 0.60 4.56

Stair portion 1 x 1 2.40 5.00 12.001 x 1 2.40 1.60 3.84

99.32 sqm30 11.5 Neat Cement punning.

Saptic Tank 1 x 2 4.00 1.95 15.601 x 2 1.40 1.95 5.461 x 1 4.00 1.40 5.60

steps 2 x 2 0.75 1.20 3.602 x 4 0.90 0.15 1.082 x 4 0.60 0.15 0.722 x 4 0.30 0.15 0.36

Main steps 1 x 1 2.60 0.75 1.951 x 2 0.90 0.15 0.271 x 2 0.60 0.15 0.181 x 2 0.30 0.15 0.09

34.91 sqm31 3.2

3.2.2

Window sillsW-1 1 x 9 1.90 0.20 0.10 0.34W-2 2 x 2 1.30 0.20 0.10 0.10

V 2 x 2 1.20 0.20 0.10 0.100.54 Cum

Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.



No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

32 12.6

Bath 2 x 2 1.8 2.10 15.122 x 2 1.2 2.10 10.08

W.C 2 x 2 0.9 2.10 7.562 x 2 1.2 2.10 10.08

Lobby 2 x 2 2.5 2.10 21.002 x 2 2.6 2.10 21.84

kitchen 2 x 1 2.7 0.60 3.242 x 2 0.6 0.60 1.44

Deduction D2 2 x 4 0.90 -2.10 -15.12D3 2 x 2 0.80 -2.10 -6.72

68.52 sqm33 12.7

12.7.1

kitchen 2 x 1 3.6 2.70 19.44Lobby 2 x 1 1.7 2.50 8.50

2 x 1 0.9 1.20 2.16Bath 2 x 1 1.8 1.20 4.32W.C 2 x 1 0.90 1.20 2.16

Door sill 2 x 2 0.90 0.20 0.722 x 2 0.80 0.20 0.64

37.94 sqm34 6.25

almirah 2 x 6 2.10 0.60 15.12 15.12 sqm

35 13.3

Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm

Providing and laying ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment

In all colours except White, Ivory, Grey, Fume Red Brown,

Providing and fixing both side polished 30 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete.

15 mm thick Marble work (machine cut, table rubbed & polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

13.3.5 Udaipur green marbleplate form 2 x 1 2.70 0.60 3.24

side 2 x 1 2.70 0.14 0.764.00 sqm

36 14.11

14.11.1 On new work (Two or more coats )Quantity same as item no 28 (A) 365.32 sqm

37 14.5

14.5.1 On new work (Two or more coats)748.78 sqm

38 14.18

14.18.2

D 2 x 2 1.00 2.10 8.40D2 2 x 14 0.90 2.10 52.92

1 x 2 0.90 2.10 3.7865.10

taking multiplying factor 1.2 1 x [email protected] 78.12 sqmW-1 8 x 2 1.50 1.20 28.80

1 x 2 1.50 1.20 3.60W-2 4 x 2 0.90 1.20 8.64

V 4 x 2 0.80 0.60 3.84123.00

taking multiplying factor 0.8 1 x [email protected] 98.40 sqmM.S. grill

W-1 8 x 1 1.50 1.20 14.40W-2 4 x 1 0.90 1.20 4.32

V 4 x 1 0.80 0.60 1.922 x 1 2.00 1.20 4.80

CG 1 x 1 2.40 2.10 5.0430.48

taking multiplying factor 1 30.48 sqm207.00 sqm

39 4.13

4.13.1

2 x 1 8.20 8.50 0.05 6.972 x 1 4.40 2.20 0.05 0.971 x 1 2.40 2.20 0.05 0.261 x 1 5.80 3.20 0.05 0.93

9.13 Cum

Finishing walls with water proofing cement paint to give an even shade.

Distempering with acrylic washable distemper to give an even shade.

total quantity of plaster as above - item no.27+26+ 28 (B)

Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint (2nd top most approved branded quality) to give an even shade.

Grading roof for water proofing treatment with

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

40 19.42

2 x 1 1000.00 2000.00 litre41 19.7

19.7.1 15 mm dia. nominal bore 2 x 1 45.00 90.00 metre



42 18.1

18.1.32 x 1 1 2.00 each

43 18.16

18.16.2 White Size 550x400 mm 2 x 1 1 2.00 each

44 18.74

18.74.1 75 mm dia pipe. 2 x 1 1 2.00 metre

18.74.2 110 mm dia pipe. 2 x 1 5.00 10.00 metre

45 18.75

18.75.1 Coupler18.75.1.1 75 mm 2 x 2 4 each

18.75.1.2 110 mm 2 x 2 4 each

18.75.2 Single tee with door

Providing and placing on terrace (at all levels) polyethylene water storage tank ISI marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

Providing and fixing water closet squatting pan (Indian type W.C. pan), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including

White Orissa pattern W.C. pan of size 580x440 mmProviding and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansi

Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for therma


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

18.75.2.1 75x75x75 mm 2 x 2 4 each

18.75.2.2 110x110x110 mm 2 x 2 4 each

18.75.5 Plain bend18.75.5.1 75 mm bend 2 x 2 4 each

18.75.5.2 110 mm bend 2 x 2 4 each

18.75.6 Vent covel18.75.6.1 110 mm 2 x 2 4 each

18.75.9 Nahani trap 110x75mm 2 x 3 6 each

46 19.13

19.13.1 Bib cock 2 x 5 10 each

19.13.2 Stop cock 2 x 4 8 each

47 20.1

20.1.1 100 mm diameter 2 x 1 20.00 40.00 metre

48 20.2

20.2.1 100 mm diameter S.W. pipe 2 x 1 20.00 40.00 metre

49 20.3

20.3.1 100x100 mm size P type 2 x 3 6.00 each

50 20.27

20.27.2 2 x 5 10.00 each

51 20.3

1 x 1 1.00 each

Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality and weighting not less than 400 grams):

Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:

Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the

Providing and constructing brick masonry chamber for underground C.I. inspection chamber and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm² in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :

Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.


No L B D

1 2 3 4 5 6 7 8

S.O.R. ITEM No.

52 18.19

18.19.2 Size 530x345 mm 2 x 1 2.00 each

53 9.6

CG 1 x 1 2.40 2.10 5.04 Sqm

54 12.33

12.33.1 Light shade using white cement

Stair case 1 x 2 4.95 1.20 11.881 x 1 2.40 1.20 2.881 x 1 0.50 1.20 0.60

15.36 Sqm

55 9.32

9.32.1 M.S Pipe

1 x 1 8.00 0.90 7.20 Sqm

25 Kg/Sqm 180.00 Kg

SUB-ENGINEER SUB DIVISIONAL OFFICERP.W.D. Sub-Division Dhamtari(C.G.)

Providing and fixing stainless steel AISI-304(18/8) wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

Chequerred precast cement concrete tiles 25mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

Providing and fixing approved pipe hand rail to walls (ramps, stair cases) including cutting chases and repairing the same to original condition, applying a priming coat of red oxide zinc chromate primer.

PARTICULARS QUANTITY UNIT RATE AMOUNT

1 2 3 4 5 6 71 1.2 310.31 sqm 4.15 1288 = 00

2 1.1

1.1.1 In all types of soil 343.33 cum 112.80 38728 = 00

3 1.6

1.6.1 All types of soil 131.64 cum 15.30 2014 = 00

4 1.18 299.12 cum 316.75 94746 = 00

5 1.17 343.33 cum 38.15 13098 = 00

6 3.1

3.1.3 42.14 cum 2310.85 97380 = 00

7 3.5

3.5.2 92.22 cum 3290.90 303489 = 00

8 3.14

3.14.3 Cold twisted bar / Hot rolled deformed steel

ABSTRACT COST FOR CONSTRUCTION OF 2 G-TYPE QUARTER INCLUDING WATER SUPPLY AND SANITARY FITTINGS (STANDARD ESTIMATE )

S.No.

S.O.R. ITEM No.

Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area).

Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

Extra for every additional lift of 1.5 m or part thereof.

Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work.


Providing and laying design mix reinforcement cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto floor five level excluding cost of reinforcement and form work.

M-25 (using minimum cement 410 kg/cum concrete)

Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire all complete:


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

110.0 kg of RCC work 10144.27 kg 41.85 424538 = 00

9 2.1

2.1.1 384.76 sqm 73.80 28395 = 00

2.1.6 108.00 sqm 183.50 19818 = 00

2.1.8 169.58 sqm 147.35 24987 = 00

2.1.9 Beams, lintels, cantilevers & walls 210.98 sqm 136.750 28851 = 00

10 7.4

7.4.2 Cement Mortar 1:8 (1 Cement : 8 Coarse Sand) 21.51 cum 2158.85 46445 = 0011 7.5 Brick work in superstructure:

7.5.1 Above plinth and upto floor five level. 66.34 cum 2258 149798 = 00

12 7.9

7.9.2 69.53 sqm 283.70 19725 = 00

13 7.1 69.53 sqm 49.05 3410 = 00

14 3.17 0.80 cum 3,321.70 2657 = 00

15 3.19 16.00 sqm 78.85 1262 = 00

Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

Foundations, footings, base of columns and plinth beam in any shape and size.

Columns, Pillars, Piers and likes- rectangular or square in shapeSuspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Brick work with modular well burnt (open bhatta) clay bricks of crushing strength not less than 20 kg/sqcm and water absorption not more than 25% in foundation and plinth in:

Half brick thick brick masonry with modular well-burnt clay bricks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in superstructure above plinth level upto floor five level.Cement Mortar 1:4 (1 cement : 4 coarse sand)Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork.

Applying a coat of hot bitumen 30/40 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

16 9.13

9.13.4 103.00 metre 421.15 43378 = 00

17 8.11

8.11.2 35 mm. thick (single leaf) 32.55 sqm 1,619.95 52729 = 00

Providing and fixing in position doors, windows and ventilators frames made of cold rolled pressed steel sheet framed profiles made from commercial M.S. Sheets conforming to I.S. 513 of 1973 and as per general specifications of I.S 4351 including hinges jamb, lock jamb, steel butt hinges, base tie, joints mitred and welded with 10cm long legs of size 15x3mm M.S. flat, embedded in cement concrete blocks 15x10x10cm size of grade M-10 or rawl plugs and screws or with fixing clips or with bolts and nuts including neatly compacted filling M-10 cement concrete in profile section applying a priming coat of red oxide zinc chromate primer.

Single rebate 100mmx50mm size, 1.6 mm thick sheet.Providing and fixing flush door shutters, interior grade, commercial type, core of block board construction with frame of first class hard wood and well matched commercial ply veneering with vertical grains, cross bands and face veneers on both faces of shutters excluding hinges.


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

18 8.158

8.158.1 PVC door shutter 6.72 sqm 2,096.90 14091 = 00

19 8.6

8.6.2 Bijasal, benteak, khair, haldu 22.44 sqm 561.80 12607 = 00

20 8.126

8.126.2 250x16mm 22.00 each 139.70 3073 = 0021 8.127

8.127.2 250x12mm 22.00 each 50.05 1101 = 00

22 9.33 8.00 each 74.2 594 = 00

23 8.128

Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).

Providing and fixing 30mm thick panelled or glazed or panelled and glazed shutter frames for doors excluding hinges and panelling. (Area of shutter to be measured without deducting panelling area)

Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickle plated iron nuts bolts and screws etc complete.

Providing and fixing aluminium door latch with 12mm rod, necessary nickle plated iron nuts bolts and screws etc complete.

Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

Providing and fixing aluminium tower bolts (Barrel type) with necessary nickle plated iron screws etc complete.


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

8.128.3 150 x10mm 63.00 each 43.60 2747 = 00

24 8.129

8.129.2 125 mm 84.00 each 25.30 2125 = 00

25 9.1

681.00 kg 60.70 41337 = 00

26 11.1 6mm thick cement plaster of mix:11.1.2 175.48 sqm 70.55 12380 = 00

27 11.2 12 mm thick cement plaster of mix:

11.2.4 400.32 sqm 68.40 27382 = 0028 11.3

11.3.1 538.30 sqm 79.20 42633 = 0029 12.2

12.2.1 40 mm thick 99.32 sqm 171.35 17018 = 00

30 11.5 Neat Cement punning. 34.91 sqm 25.90 904 = 00

31 3.2

3.2.2 0.54 cum 2860.95 1551 = 00

32 12.6 68.52 sqm 532.35 36477 = 00

33 12.7

12.7.1 37.94 sqm 637.1 24172 = 00

34 6.25 15.12 sqm 289.55 4378 = 00

Providing and fixing aluminium door handles 2.5mm thick with necessary nickle plated iron screws etc complete.

Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer..

In Cement mortar 1:4 (1 cement : 4 fine sand)

In cement Mortar 1:6 (1 cement : 6 fine sand)15mm thick cement plaster on the rough side of single or half brick wall of mix:In cement Mortar 1:6 (1 cement : 6 fine sand)Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement..

Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto floor five level excluding cost of form work.


Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm

Providing and laying ceramic glazed floor tiles 300x300mm conforming to IS : 15622 of approved make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigmentIn all colours except White, Ivory, Grey, Fume Red Brown,Providing and fixing both side polished 30 mm thick RAJIM SAND STONE shelves fixed in walls in cement mortar 1:3 (1 cement : 3 coarse sand) including finishing complete.


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

35 13.3

13.3.5 Udaipur green marble 4.00 sqm 1,521.30 6079 = 00

36 14.11

14.11.1 On new work (Two or more coats ) 365.32 sqm 24.95 9115 = 00

37 14.5

14.5.1 On new work (Two or more coats) 748.78 sqm 29.75 22276 = 00

38 14.18

14.18.2 207.00 sqm 34.75 7193 = 00

39 4.13 Grading roof for water proofing treatment with

4.13.1 9.13 cum 2998.75 27379 = 00

40 19.42 2000.00 litre 5.35 10700 = 00

41 19.7

19.7.1 15 mm dia. nominal bore 90.00 metre 118.75 10688 = 00



42 18.1

18.1.3 2.00 each 2918.40 5837 = 00

15 mm thick Marble work (machine cut, table rubbed & polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

Finishing walls with water proofing cement paint to give an even shade.

Distempering with acrylic washable distemper to give an even shade.

Painting on new work (two or more coats) to give an even shade with:Premium synthetic enamel paint (2nd top most approved branded quality) to give an even shade.

Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and placing on terrace (at all levels) polyethylene water storage tank ISI marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing on wall surface G.I. pipes medium class complete with G.I. fittings and clamps, including cutting, making good the walls etc. and testing of joints complete:

Providing and fixing water closet squatting pan (Indian type W.C. pan), 100mm sand cast Iron P or S trap, 10 litre low level P.V.C. flushing cistern (same colour) conforming to IS : 7231, with flush bend and other fittings and fixtures complete including

White Orissa pattern W.C. pan of size 580x440 mm


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

43 18.16

18.16.2 White Size 550x400 mm 2.00 each 1215.20 2430 = 00

44 18.74

18.74.1 75 mm dia pipe. 2.00 metre 121.15 242 = 00

18.74.2 110 mm dia pipe. 10.00 metre 234.40 2344 = 0045 18.75

18.75.1 Coupler18.75.1.1 75 mm 4.00 each 65.55 262 = 00

18.75.1.2 110 mm 4.00 each 90.55 362 = 0018.75.2 Single tee with door18.75.2.1 75x75x75 mm 4.00 each 104.60 418 = 0018.75.2.2 110x110x110 mm 4.00 each 196.75 787 = 0018.75.5 Plain bend18.75.5.1 75 mm bend 4.00 each 146.75 587 = 0018.75.5.2 110 mm bend 4.00 each 183.45 734 = 00

18.75.6 Vent covel18.75.6.1 75 mm 4.00 each 29.65 119 = 0018.75.9 Nahani trap 110x75mm 6.00 each 100.70 604 = 00

46 19.13

19.13.1 Bib cock 10.00 each 230.15 2302 = 00

19.13.2 Stop cock 8.00 each 230.15 1841 = 00

47 20.1

20.1.1 100 mm diameter 40.00 metre 125.95 5038 = 0048 20.2

20.2.1 100 mm diameter S.W. pipe 40.00 metre 272.80 10912 = 00

Providing and fixing vitreous china wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

Providing and fixing on wall face UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansi

Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for therma

Providing and fixing 15 mm nominal bore Brass bib/stop cock of approved quality and weighting not less than 400 grams):

Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete 150mm thick as per standard design:


1 2 3 4 5 6 7

S.No.

S.O.R. ITEM No.

49 20.3

20.3.1 100x100 mm size P type 6.00 each 1158.35 6950 = 00

50 20.27

20.27.2 10.00 each 3944.30 39443 = 00

51 20.30 1.00 each 999.00 999 = 00

52 18.19 2.00 each 3402.55 6805 = 00

18.19.2 Size 530x345 mm

53 9.6

5.04 sqm 2355.95 11874 = 00

54 12.33

12.33.1 Light shade using white cement 15.36 sqm 555.60 8534 = 00

55 9.32

9.32.1 M.S Pipe 180.00 kg 57.95 10431 = 00

Total 1869425 = 00

Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with C.I. grating brick masonry chamber with well burnt modular clay bricks crushing strength not less than 35kg/ cm², water tight C.I. cover with frame of 300 x300 mm size (inside) the

Providing and constructing brick masonry chamber for underground C.I. inspection chamber and bends with well burnt modular clay bricks crushing strength not less than 35kg/cm² in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design :

Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :Providing and constructing soak pit 1.20x1.20x1.20m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.

Providing and fixing stainless steel AISI-304(18/8) wash basin with C.I. brackets, 32 mm C.P. brass waste of standard pattern, including painting of brackets, cutting and making good the walls wherever required :

Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rails of T-iron 40x40x6mm with 38mm steel pulleys complete with bolts, nuts, locking arrangement stoppers, handles including applying a priming coat of red oxide zinc chromate primer.

Chequerred precast cement concrete tiles 25mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :

Providing and fixing approved pipe hand rail to walls (ramps, stair cases) including cutting chases and repairing the same to original condition, applying a priming coat of red oxide zinc chromate primer.


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S.No.

S.O.R. ITEM No.

SUB-ENGINEER SUB DIVISIONAL OFFICER EXECUTIVE ENGINEERP.W.D. Sub-Division Dhamtari(C.G.) P.W.D. DIVISION

Dhamtari(C.G.)

2 G Type

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Transcript of 2 G Type