NIT No.859/TC/EinC/PWD/2026-27

GOVERNMENT OF CHHATTISGARH

PUBLIC WORKS DEPARTMENT

DETAILED ESTIMATE FOR TECHNICAL SANCTION OF

CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

B.I. NO - 1222 of Year 2025-26

AMOUNT OF A.A. Rs. 465.84 Lakhs

ESTIMATED AMOUNT -

OFFICE OF THE EXECUTIVE ENGINEER P.W.D. DHAMTARI, DIVISION - DHAMTARI

REPORT & SPECIFICATION

1 Name of work : DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

2 B.I. No. : 1222 of Year 2025-26

4 Amount of A.A. Rs. 465.84 Lakh vide FINACC-36-865/2025/38-1 Nava Raipur Atal Nagar, Dated 07/07/2025, Higher Education Department, Govt. Of Chhattisgarh , Raipur

4 Amount of T.S. Estimate. :

5 Authority : Chief Engineer, Raipur Zone, PWD (B/R) Raipur.

6 Necessity : The Work has been taken in budget of the year 2025-26 and sanctioned by Rs.Rs. 465.84 Lakh vide FINACC-36-865/2025/38-1 Nava Raipur Atal Nagar, Dated 07/07/2025, Higher Education Department, Govt. Of Chhattisgarh , Raipur Hence estimate has been framed and submitted for TechnicalSsanction.

7 Provisions : The following provisions have been made in this Estimate.

0"." SURFACE DRESSING

a) Surface dressing of the ground i/c removing, vegitation & making up undulations.

0"." FOUNDATION

a) Foundation is designed with R.C.C. column rectangle column footing and excavated till the safe hard strata. Footing is designed till a depth of 2.5m with R.C.C. M-20 concrete and reinforcement confirming to TMT bar.

b) Plinth height is 110 cm.

c) Plinth is filled with moorum / sand with proper watering and ramming.

0"." SUPER STRUCTURE

All R.C.C. framed structure with M-20 grade concrete and reinforcement confirming to TMT bar.

Form work of the structure is proposed with steel plates in the R.C.C. work.

0"." BRICK WORK

Fly ash brick work of the plinthe & structure will be 200 mm thick in cement mortar 1:5.

0"." PLASTERING

a) 6 mm thick plaster in chhajja ceiling in CM 1:3.

b) 12 mm thick plaster in internal walls in CM 1:6.

c) 15 mm thick plaster in external walls in CM 1:6.

0"." FLOORING AND STONE WORK

a) Vitrified tiles & granite flooring.

b) Ceramic glazed wall tiles in skirting upto 2.10m level in toilet.

c) Ceramic glazed floor tiles on floor in toilet.

d) Kota Stone slab flooring in porch area.

e) Chequerred precast cement concrete tiles in ramp.

0"." PAINTING & FINISHES

a) Internal walls - painting with Economy Plastic emulsion paint

b) External walls - Premium acrylic smooth exterior paint.

c) Door, Window & Shutter - Painting with Satin synthetic enamel paint.

0"." DOOR & WINDOWS

a) Door frame, window frame & ventilator frame made of cold rolled pressed steel sheet and 35 mm thick flush door are provided with all necessary fittings.

b) Window & ventilator shutter of Alunimiun Section

0"." WATER SUPPLY, DRAINAGE & SANITARY INSTALLATION, SEPTIC TANK

a) Water supply pipelines are provided in G.I. pipes and all drainage pipe line will be in PVC.

0"." Rain Water Harvesting & Land scapping work.

0"." Electrificatioin : Internal / External work.

8 Rates & Specifications Rates provided in this estimate are as per S.O.R. of Building work in force from 01.01.2015 and S.O.R. of Building work in force from 01.01.2015. The building work shall be executed as per C.P.W.D. Specification and the instruction issued by the department time to time and road work as per MORTH specifications.

Sub Engineer Sub Divisional Officer Executive Engineer

PWD kurud Sub Div. Kurud Division-Dhamtari

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

GENERAL ABSTRACT

S.No. Sub Head Amount

3 Terrace floor (Tower & parapet)

4 Water supply & Sanitary fittings, Septic Tank, Sump Well & Rain Water Harvesting

B Internal & External Electrification Works 0."00"

Total (A) + (B)

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.) (GROUND FLOOR)

S.No. SOR No. Item of Works Measurments Qty. Unit Rate Amount

1 1.32 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). 1 120 85 Sqm 7.2

2 1.1.1 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. In all types of soils.

2 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils

Take 50 % Qty of above

4 1.26 Carriage by mechanical transport upto 5 km lead

1.26.1 Earth Take 70 % Qty of Item No. 1.1.1 cum 111

5 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

Plinth Protection 1 286.5 0.45 0.1

Plinth Protection Top 1 286.5 0.8 0.1

Sub base for : Class room 4 11.8 7.8 0.1

Principal room 1 6.9 7.8 0.1

Office 1 6.9 7.8 0.1

Ent. Foyer 1 9.6 9 0.1

Exam control 1 4.6 11.8 0.1

Student section 1 5.8 11.8 0.1

Computer room 1 10.6 11.8 0.1

Bar Room 1 9.5 11.8 0.1

Bar Room 1 9.5 11.8 0.1

Vice principal room 1 5.7 7.8 0.1

Staff room 1 5.7 7.8 0.1

Class room 2 6.2 10.45 0.1

Balance room 2 3 3 0.1

Store 2 3 3 0.1

Boy's toilet 1 3.35 6.2 0.1

Girl's toilet 1 3.35 6.2 0.1

Toilet passage 1 8.6 1.2 0.1

Staircase 2 4.1 8.5 0.1

Passage 2 61.6 2.4 0.1

Courtyard 2 26 11.5 0.1

6 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

RECTANGLE 3 2.7 2.4 0.33

TRAPOZOIDAL 3 1.75 1.45 0.29

RECTANGLE 9 2.55 2.45 0.33

TRAPOZOIDAL 9 1.63 1.47 0.29

RECTANGLE 3 2.56 2.15 0.28

TRAPOZOIDAL 3 1.63 1.325

RECTANGLE 4 2.25 2.15 0.28

TRAPOZOIDAL 4 1.48 1.33 0.27

RECTANGLE 3 3.65 3.45 0.45

TRAPOZOIDAL 3 2.18 2.08 0.55

RECTANGLE 3 3.4 3.1 0.4

TRAPOZOIDAL 3 2.05 1.8 0.4

RECTANGLE 2 2.65 2.55 0.33

TRAPOZOIDAL 2 1.68 2.55

RECTANGLE 6 2.45 2.35 0.3

TRAPOZOIDAL 6 0.3

RECTANGLE 2 3.05 2.75 0.35

TRAPOZOIDAL 0.35

RECTANGLE 3 2.55 2.45 0.33

RECTANGLE 2 3.4 3.1 0.4

RECTANGLE 1 3.65 3.35 0.45

RECTANGLE 3 2.5 2.4 0.3

RECTANGLE 10 1.8 1.8 0.23

RECTANGLE 19 2 2 0.25

RECTANGLE 1 2.9 2.6 0.35

RECTANGLE 7 3.1 2.8 0.38

RECTANGLE 3 3.3 3 0.4

RECTANGLE 3 3.15 2.8 0.38

RECTANGLE 4 3.75 3.55 0.45

RECTANGLE 1 2.55 2.45 0.33

RECTANGLE 1 1.8 1.7 0.2

RECTANGLE 4 2.9 2.6 0.35

RECTANGLE 2 1.9 1.6 0.175

RECTANGLE 4 2.55 2.25 0.3

RECTANGLE 2 1.85 1.75 0.15

COMBINE FOOTING

RECTANGLE 1 6.1 3.8 0.15

RECTANGLE 2 3.85 3.5 0.15

RECTANGLE 1 5.1 3 0.15

RECTANGLE 1 4.75 4.15 0.15

RECTANGLE 1 9 3.5 0.2

RECTANGLE 1 3 2.1 0.15

RECTANGLE 1 1.9 1.85 0.2

RECTANGLE 1 4.85 3.65 0.2

RECTANGLE 3 2.35 2.05 0.28

RECTANGLE 5 3.4 3.1 0.4

RECTANGLE 4 3.65 3.35 0.45

RECTANGLE 1 2.25 2.15 0.28

RECTANGLE 4 3.65 3.35 0.45

RECTANGLE 3 2.55 2.45 0.33

RECTANGLE 2 3.1 2.6 0.38

RECTANGLE 3 2.4 2.3 0.3

RECTANGLE 17 1.8 1.8 0.23

RECTANGLE 1 3.05 2.75 0.38

RECTANGLE 3 3.25 2.95 0.4

RECTANGLE 1 1.9 1.9 0.25

RECTANGLE 8 3.1 2.8 0.38

RECTANGLE 1 2.9 2.6 0.35

RECTANGLE 2 3.1 2.8 0.38

RECTANGLE 2 3.55 3.35 0.43

RECTANGLE 1 2 1.9 0.28

RECTANGLE 4 2.7 2.4 0.33

Column upto Ground Level

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 73 0.3 0.6

CA2, CA6, CA11, CA13, CB2, CB5, CB9 67 0.3 0.4

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 73 0.3 0.6 1.2

Outer perimeter 332.05 m

Plinth beams in horizontal rows (8x2) 8 5.5 0.3 0.5

In vertical rows 4 4 0.3 0.4

Super Structure

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 73 0.3 0.6

CA2, CA6, CA11, CA13, CB2, CB5, CB9 67 0.3 0.4

Outer Wall Chhajja cum Lintel Beam 1 0.6 0.1

Inner Wall Lintel 2 29.2 0.2 0.2

Window Sill Lvel 1 0.2 0.05

Slab beam in horizontal rows 8 5.5 0.3 0.38

In vertical rows 4 4 0.3 0.28

Gross Area of Slab = 2745.40 sqm

Less openning for

Ramp Area = 126.60 sqm

Stair Block Area = 68.00 Sqm

OTS Area = 617.76 sqm

Net Area = 1933.04 sqm

Slab area 1 1933.04 0.12

Add Extra Depth for more than 0.12 m thick

Waist slab 4 4.6 2 0.000

Landing 4 2.24 2 0.000

Ramp waist slab 2 17.96 2.5 0.175

Landing 1 6.4 2.5 0.175

7 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

8 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

FOOTING SUTTERING

RECTANGLE 6 2.7 0.33

RECTANGLE 18 2.55 0.325

RECTANGLE 6 2.56 0.275

RECTANGLE 8 2.25 0.28

RECTANGLE 6 3.65 0.45

RECTANGLE 6 3.4 0.4

RECTANGLE 4 2.65 0.33

RECTANGLE 12 2.45 0.3

RECTANGLE 4 3.05 0.35

RECTANGLE 6 2.55 0.33

RECTANGLE 4 3.4 0.4

RECTANGLE 2 3.65 0.45

RECTANGLE 6 2.5 0.3

RECTANGLE 20 1.8 0.23

RECTANGLE 38 2 0.25

RECTANGLE 2 2.9 0.35

RECTANGLE 14 3.3 0.4

RECTANGLE 6 3.15 0.4

RECTANGLE 6 3.15 0.38

RECTANGLE 8 3.75 0.45

RECTANGLE 2 2.55 0.33

RECTANGLE 2 1.8 0.2

RECTANGLE 8 2.9 0.35

RECTANGLE 4 1.9 0.18

RECTANGLE 8 2.55 0.3

RECTANGLE 4 1.85 0.15

COMBINE FOOTING SUTTERING

RECTANGLE 2 6.1 0.15

RECTANGLE 4 3.85 0.15

RECTANGLE 2 5.1 0.15

RECTANGLE 2 5.74 0.15

RECTANGLE 2 9 0.2

RECTANGLE 2 3 0.15

RECTANGLE 2 1.9 0.2

RECTANGLE 2 4.85 0.2

MAT- FOUNDATION

RECTANGLE 6 2.35 0.275

RECTANGLE 10 3.4 0.4

RECTANGLE 8 3.65 0.45

RECTANGLE 2 2.25 0.28

RECTANGLE 8 3.65 0.45

RECTANGLE 6 2.55 0.325

RECTANGLE 4 3.1 0.38

RECTANGLE 6 2.4 0.3

RECTANGLE 14 1.8 0.23

RECTANGLE 2 3.05 0.38

RECTANGLE 6 3.25 0.4

RECTANGLE 2 1.9 0.25

RECTANGLE 2 3.15 0.35

RECTANGLE 16 3.1 0.38

RECTANGLE 2 2.9 0.35

RECTANGLE 4 3.1 0.38

RECTANGLE 4 3.55 0.43

RECTANGLE 2 2 0.28

RECTANGLE 8 2.7 0.33

Column Footing to plinth

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 146 0.3

CA2, CA6, CA11, CA13, CB2, CB5, CB9 134 0.3

CA7, CA9,CB6,CB7 98 0.3

Ground/Plinth beams in horizontal rows (8x2) 16 5.5 0.5

In vertical rows 4x2 8 4 0.4

Curtain wall 2 485.45 1

2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.

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

Column plinth to slab bottom

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 146 0.3

CA2, CA6, CA11, CA13, CB2, CB5, CB9 134 0.3

CA7, CA9,CB6,CB7 98 0.3

2.1.8 Beams, lintels, cantilevers & walls.

Lintel/Chhajja 1 484.45

For beams at slab level in horizontal rows 8x2 16 5.5 0.5

In vertical rows 4x2 8 4 0.4

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

Slab area as per R.C.C. 1 1933.04

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

Waist slab 2 5.1 2

Riser 52 2 0.15

Ramp waist slab 2 17.96 2.5

Landing 1 6.4 2.5

9 3.12.1 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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

@ 110 Kg/cum of RCC Kg 54.5

10 1.17 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.

Total 50 % Quantity of Excavation for Area Devolopment Cum 65

11 1.18 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.

DED. QUANTITY OF FOOTING

Class room 4 11.8 7.8 1.1

Principal room 1 6.9 7.8 1.1

Office 1 6.9 7.8 1.1

Ent. Foyer 1 9.6 9 1.1

Exam control 1 4.6 11.8 1.1

Student section 1 5.8 11.8 1.1

Computer room 1 10.6 11.8 1.1

Bar room 1 9.5 11.8 1.1

Bar room 1 9.5 11.8 1.1

Vice principal room 1 5.7 7.8 1.1

Staff room 1 5.7 7.8 1.1

Class room 2 6.2 10.45 1.1

Balance room 2 3 3 1.1

Store 2 3 3 1.1

Boy's toilet 1 3.35 6.2 1.1

Girl's toilet 1 3.35 6.2 1.1

Toilet passage 1 8.6 1.2 1.1

Staircase 2 4.1 8.5 1.1

Passage 2 61.6 2.4 1.1

Courtyard 2 26 11.6 0.8

12 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

Ground/plinth beams in horizontal rows 8 5.5 0.2 0.2

In vertical rows 4 4 0.2 0.3

Plinth Protection 1 0.2 0.3

Porch step 1 10 0.9 0.45

Total Qty A cum

13 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

Exam/Comp/Common Room 4 10.2 0.2 3.1 (11.80-1*.40)

Office Room/Class Room 4 10.2 0.2 3.1

Entrance Foyer 1 8.8 0.2 3.1

Stair Block 2 8.25 0.2 3.1

Toilet Block 4 5.8 0.2 3.1

Control Rm/Class Rm

Store/ retiering rm 4 6 0.2 3.1

Mood Court Comp. Room 4 8.9 0.2 3.1

C/R/Staaf Room/V.P. Room 3 7.8 0.2 3.1

Ramp Block 2 19.1 0.2 3.1

Inner Wall 2 21 0.2 1.2

Deduction for openings CG 1 2.4 0.2 2.4

Total Qty (A+B) cum 3350

14 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

Qty. as in item No. 7.5.3 Qty B cum 121

15 7.11.1 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:3 (1 cement : 3 coarse sand)

In horizontal rows 1 1.5 3.48

In vertical rows 2 1.9 3.48

Deduction D3 8 0.75 2.1

16 7.2 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.

Qty. as in item No. 15 sqm 62.5

17 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand)

Class room 8 11.8 3.45

Principal room 2 6.9 3.45

Office 2 6.9 3.45

Ent. Foyer 1 9.6 3.45

Exam control 2 4.6 3.45

Student section 2 5.8 3.45

Computer room 2 10.6 3.45

Bar Room 2 9.5 3.45

Bar room 2 9.5 3.45

Vice principal room 2 5.7 3.45

Staff room 2 5.7 3.45

Class room 4 6.2 3.45

Balance room 4 3 3.45

Toilet 2 2.6 3.45

Boy's toilet 2 6.2 3.45

toilet 4 1.8 3.45

Girl's toilet 2 6.2 3.45

Toilet 4 1.8 3.45

Toilet passage 4 8.6 3.45

Staircase 4 8.5 3.45

Passage 2 61.3 3.45

Deductions CG 1 2.4 2.4

18 11.3.4 Providing and making 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)

External wall 2 11 4.6

Chhajja top 1 485.45 0.6

Porch C2 2 1.4 3.45

Out side 2 4.1 0.6

Ver/room side 2 29.64 3.48

Stair case Wall 2 4 3.6

19 11.1.1 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:3 (1 cement : 3 fine sand)

For beams at slab level Class room 4 11.8 7.8

Principal room 1 6.9 7.8

Office 1 6.9 7.8

Ent. Foyer 1 9.6 9

Exam control 1 4.6 11.8

Student section 1 5.8 11.8

Computer room 1 10.6 11.8

Bar room 1 9.5 11.8

Bar room 1 9.5 11.8

Vice principal room 1 5.7 7.8

Staff room 1 5.7 7.8

Class room 2 6.2 10.45

Balance room 2 3 3

Boy's toilet 1 3.35 6.2

Girl's toilet 1 3.35 6.2

Toilet passage 1 8.6 1.2

Staircase 2 4.1 8.5

Passage 2 61.6 2.4

Chhajja soffit 2 5.6 0.6

Beam in horizontal rows (3x2) 6 5.5 0.5

In vertical rows (1x2) 2 3.2 0.3

Staircase waist slab 2 5.1 2

Ramp waist slab 2 11.96 2.5

Landing 1 6.4 2.5

Deduction for staircase area 2 4.1 8.5

20 11.13 Extra for plastering done on mouldings, cornices or architraves including neat finish to line and level.

External wall 1 485.45 0.4 sqm 134

21 11.5 Neat Cement punning.

Porch Chhajja soffit 2 3.5 2.55

Chhajja soffit 2 5.6 0.6

22 12.3.2 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. 50 mm thick

Plinth Protection top 1 286.5 1 sqm 254

23 11.9 Extra for providing and mixing water proofing materials in cement plaster work in proportion as recommended by manufacturer.

for 12 mm plsater C.M.1 :6 1 sqm 184 Bags

for 15 mm plsater C.M.1 :6 1 sqm 198 Bags

for 6 mm plsater C.M.1 :3 1 sqm 125 Bags

@ 1.0 Kg per bag of cement bag/kg 43.5

24 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

Full brick wall in horizontal rows 2 5.5 0.6

In vertical face 288 3.65 0.6

Half brick wall Horizontal face 1 1.5 0.6

In vertical face 32 3.65 0.6

25 12.9.2 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size above 300x300mm

Boy's toilet 1 6.2 3.35

Girl's toilet 1 6.2 3.35

Toilet 1 2.6 1.5

Platform For Drinking Water 4 2.5 0.6

Skirting @ 10% extra of floor Qty. 4.86

12.74.3 Providing and laying rectified ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 600x600mm thickness 8 to 9 mm

Class room 4 11.8 7.8

Principal room 1 6.9 7.8

Office 1 6.9 7.8

Exam control 1 4.6 11.8

Student section 1 5.8 11.8

Computer room 1 10.6 11.8

Bar Room 1 9.5 11.8

Bar Room 1 9.5 11.8

Vice principal room 1 5.7 7.8

Staff room 1 5.7 7.8

Class room 2 6.2 10.45

Balance room 2 3 3

Skirting @ 10% extra of floor Qty. 120.23

26 12.7.2 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 including pointing in white cement mixed with matching pigment complete. Size above 200x300mm

Boy's toilet 2 6.2 2.1

Girl's toilet 2 6.2 2.1

Toilet 2 1.5 1.2

Deduction D1 8 0.7 2.1

27 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

Ent. Foyer 1 9.6 9

Porch step 3 10 0.3

Passage 2 61.6 2.4

Skirting @ 10% extra of floor Qty. 57.42

28 12.46.2 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). Granite stone black

Stair steps 52 2 0.15

Gents urinal partitions 8 1 1.2

Skirting @ 10% extra of floor Qty.

29 12.44 Extra for nosing in Granite stone for treads.

Stair steps (52x2) 104 2

30 12.37.2 Chequerred precast cement concrete tiles 22mm 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) : Medium shade using approximately. 50% white cement and 50% ordinary cement.

Landing 1 6 2.3

Courtyard 2 26 11.6

31 9.18.4 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 hromate primer. Single rebate/ mullion 100mmx50mm size, 1.6mm thick sheet.

32 8.13.2 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), 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. 35 mm. thick (single leaf)

33 8.15 Extra for double leaf shutter instead of single leaf.

34 9.11 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.

35 9.47.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for arately: For fixed portion

@ 4.0Kg/sqm Qty A

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

for Window and Grill Qty same as Qty A item No. 9.47.1

36 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

Total Qty of Item no. 9.47.1 & 9.47.2 Kg 27

37 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness

38 9.15 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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

Wt. @ 25 Kg/sqm Kg 67.5

39 9.57.1 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204

For ramp railing 4 16.2 0.9

For staircase railing 2 15 0.9

Wt. @ 10.0 Kg/sqm Kg 467

40 8.132.2 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 125x2.5mm (heavy)

For doors 182 each 76.5

41 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm

For doors 25 each 238

42 8.138.1 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete. 300mm

For doors 25 each 92.5

43 8.139.1 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 250 x10mm

For doors 66 each 97

44 8.141.1 Providing and fixing Stainless steel "D" shape door handles made of 10mm dia rod with necessary stainless steel screws etc complete. 200 mm

For doors 66 each 64

45 8.143.2 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete. Double

46 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .

Qty. as in item No. 18

Qty. as in item No. 19

Qty. as in item No. 20

Take 50 % Qty for I/S sqm 29

47 14.56 Providing and applying 2mm thick white cement based polymer Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10 Sqm as per relevant IS code I 7545:202 I (Product such as birla wall care, Asian trucare.JK wall putty, Berger Bison wall putty) to make the surface smooth and even with ali tools tackles and labour etc. complete for the work.

Qty Same as above sqm 86

48 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying z 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

Qty of S.M. Gril x 1

2.5 times of qty as per 8.12.2 x 2.5

49 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work (With 2 Year warranty).

Qty. as in item No. 18

Qty. as in item No. 20

50 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof fnish minimum three coats applied @ 1.43 lit / l0Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete foT the work (With 2 Year Warranty)

Qty. as in item No. 19 sqm 70

51 3.21.2 Providing and fixing in position impregnated fibre board confirming to IS: 1838 in expansion joints, including cost of primer, sealing compound all complete.

In Column 5 0.5 10.9

In Beams 8 8.5 0.75

In Slab 2 8.5 0.12

52 3.20 Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment .

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

S. No. S.O.R. P /I.No. Particular of Item Measurment Qty UNIT Rate Amount Rate Amount

1 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Column upo slab level

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 55 0.3 0.6 3.45 PAGE 113 MB 1035

Column Tarrace portion

Outer lintel cum chhajja PAGE 153 MB 1035

Slab Beam grid X-X PAGE 184 MB 1035

FIRST FLOOR ROOF

Gross Area of Slab = 2002.02 sqm

Less openning for

Stair Block Area = 68.00 Sqm

OTS Area = 617.76 sqm

Net Area = 1316.26 sqm

Slab area 1 1316.26 0.12

Add Extra Depth for more than 0.12 m thick

Waist slab 4 4.6 2 0.000

Landing 4 2.24 2 0.000

2 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

FOR F.F. Qty Same As Item No 3.2.1

3 3.12.1 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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

@ 110 Kg/Cum of RCC Kg 54.5 54.5

4 2.1.3 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Window sills, anchor blocks, string course, bends, copings, bed plates and like.

5 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 0.3 55

CA2, CA6, CA11, CA13, CB2, CB5, CB9 0.3 54

CA7, CA9,CB6,CB7 0.3 49

Column on tarrace

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 0.3 1 18

CA2, CA6, CA11, CA13, CB2, CB5, CB9 0.3 1 13

6 2.1.8 Beams, lintels, cantilevers & walls

Lintel /Chhajja

7 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

Bottom Area as per R.C.C. 1 1316.26

8 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings

Waist Slab 2 5.1 2

Riser 52 2 0.15

9 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

Rearer Verandah 2 25.7 0.2 3.1 (27.8-7*0.3)

Family Court/Class Room

Parrapet 2 66.9 0.2 0.9

Dedution for openings

10 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

11 7.11.1 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:3 (1 cement : 3 coarse sand)

In Horizontal rows 6 1.2 3.48

In Vertical rows 2 1.9 3.48

Deduction D3 6 0.75 2.1

12 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: First Floor. Same As Item No. 7.11.1 Sqm 22 22

14 7.2 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. Same As Item No. 7.11.1 Sqm 62.5 62.5

13 11.2.4 Providing and making 12mm thick cement plaster of mix:In Cement Mortar 1:6 (1 cement : 6 fine sand)

Family Court /CR 4 10.6 3.48

Verandah Side 4 26.84 2.28

Stair Side 4 3.6 3.48

passage 2 7 3.48

Ramp Area 2 20.9 3.6

Col. Offsets 2 91 3.48

Tarrace area 2 1.2

Col plaster 0.3 1.2

14 11.3.4 Providing and making 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)

External Plaster

perimeter of F.F. Building = 304.0 m 1 304 3.6

Column offsets 164 0.4 3.6

Chajja 1 304 0.72

parapet area 4 26.44

Less foropennings

Tarrace parrapet FF 2 66.9 1.25

Column offsets 0.4 1.25

Ver/room side 1 29.64 3.48

Stair case Wall 2 4 3.6

15 11.1.1 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:3 (1 cement : 3 fine sand)

Take Qty as per Item no .2.1.7

Take Qty as per Item no .2.1.15

25 % Qty of Item No 2.1.8

16 11.13 Extra for plastering done on mouldings, cornices or architraves including neat finish to line and level.

External Wall 1 304 0.4 Sqm 134 134

17 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 10mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

In Horizontal rows 1 5.5 0.6

In Vertical face 129 3.65 0.6

Half Brick wall Horizontal face 4 1.2 0.6

In Vertical face 17 3.65 0.6

18 12.9.2 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size above 300x300mm

Boy's Toilet 1 6.2 3.35

Girl's Toilet 1 6.2 3.35

D. Sill skirting @ 10 % extra of Floor Qty. 4.15

19 12.74.3 Providing and laying rectified ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 600x600mm thickness 8 to 9 mm

Class room 2 10.8 11.8

Skirting @ 20 % Extra of Floor Qty 282.14

20 12.7.2 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 including pointing in white cement mixed with matching pigment complete. Size above 200x300mm

Boy's Toilet 2 6.2 2.1

Girl's Toilet 2 6.2 2.1

Deduction 6 0.75 2.1

21 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

Passage 2 61.6 2.4

D Sill Skirting @ 20 % Extra of Floor Qty 71.08

22 12.46.2 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m). Granite stone black

Stair Steps 52 2 0.15

Gents Urinal partitions 8 1 1.2

Skirting @ 20 % Extra of Floor Qty 11.04

23 12.44 Extra for nosing in Granite stone for treads.

Stair stpes (52x2) 104 2

24 9.18.4 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 pergeneral 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/ mullion 100mmx50mm size, 1.6mm thick sheet.

25 8.13.2 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1), 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. 35 mm. thick (single leaf)

26 8.15 Extra for double leaf shutter instead of single leaf .

27 9.47.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately: For fixed portion

@4.0 Kg/Sqm Kg 331 338

28 9.47.2 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately: For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Qty Same as above Kg 338 338

29 9.48 Extra for powder coated (minimum 50 micron) aluminium sections instead of anodized.

Same Qty. Item No.9.47.1

Same Qty. Item No.9.47.2

30 9.51.2 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness

Fan light 12 1.1 0.35

Total Sqm 708 708

31 9.15 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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

32 9.57.1 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204

For stiarcase railing 2 15 0.9

Wt. @ 10.00 Kg/Sqm Kg 467 467

33 8.132.2 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 125x2.5mm (heavy)

For Doors 104 Each 76.5 76.5

34 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm

For Doors 22 Each 238 238

35 8.138.1 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete 300mm

For Doors 12 Each 92.5 92.5

36 8.138.2 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete 250mm

37 8.139.1 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 250 x10mm

For Doors 44 Each 97 97

38 8.139.2 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 200 x10mm

39 8.141.1 Providing and fixing Stainless steel "D" shape door handles made of 10mm dia rod with necessary stainless steel screws etc complete. 200 mm

For Doors 68 Each 64 64

40 8.143.2 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete. Double

41 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .

Qty As Per Item No. 11.2.4

Qty As Per Item No. 11.3.4

Qty As Per Item No. 11.1.1

14.56 Providing and applying 2mm thick white cement based polymer Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10 Sqm as per relevant IS code I 7545:202 I (Product such as birla wall care, Asian trucare.JK wall putty, Berger Bison wall putty) to make the surface smooth and even with ali tools tackles and labour etc. complete for the work.

Take 50 % of above Qty for i/s sqm 86

42 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying z 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. M.F.

Qty as item 8.13.2 1 2.5

Frame 1 0.25 1.1

43 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work (With 2 Year warranty).

Qty As Per Item No. 11.2.4

Qty As Per Item No. 11.1.1

44 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof fnish minimum three coats applied @ 1.43 lit / l0Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete foT the work (With 2 Year Warranty)

Qty As Per Item No. 11.3.4 Sqm 70 74.5

TOTAL FIRST FLOOR 24220794

Sub Engineer Sub Divisional Officer Executive Engineer

PWD (B/R) Kurud Sub Dn P.W.D.(B/R) Division

Kurud Dhamtari (C.G.)

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

S. No. S.O.R. P /I.No. Particular of Item Measurment Qty UNIT Rate Amount

1 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Outer Column Tarrace

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 16 0.3 0.6 0.9

Lintel for doors D 2 1.2 0.2 0.2

For Window & Ventilatore W 4 1.5 0.6 0.1

Slab beam in horizontal rows 4 4.2 0.2 0.4

in vertical rows 6 8.5 0.2 0.4

2 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

FOR S.F. Qty Same As Item No 3.2.1

3 3.12.1 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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415

@ 110 Kg/Cum of RCC Kg 54.5

4 2.1.5 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Columns, Pillars, Piers and likes- rectangular or square in shape

CA1,CA3, CA5, CA8, CA12,CB1, CB4,CB8 32 0.3 0.9

CA2, CA6, CA11, CA13, CB2, CB5, CB9 76 0.3 0.9

5 2.1.8 Beams, lintels, cantilevers & walls

Lintel For Doors D (2x2) 4 1.7 0.2

For beams at slab in horizontal rows 4x2 8 4.2 0.4

6 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

7 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

In horizontal rows 4 4.2 0.2 2.5

In vertical rows 4 8.5 0.2 2.5

Parapet Wall 1 308 0.2 0.9

Deduction for openings D 2 1.2 0.2 2.4

8 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth:

FOR S.F. Qty Same As Item No 3.2.1

9 11.2.4 Providing and making 12mm thick cement plaster of mix:In Cement Mortar 1:6 (1 cement : 6 fine sand)

Deduction D 2 1.2 2.4

10 11.3.4 Providing and making 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)

Extrnal wall 4 8.9 3.65

Parapet Wall 2 304 0.9

Parapet Wall top 1 304 0.2

11 11.1.1 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:3 (1 cement : 3 fine sand)

For Beam at Slab level Staircase soffit 2 4.1 8.5

12 11.13 Extra for plastering done on mouldings, cornices or architraves including neat finish to line and level.

External Wall 1 27.8 0.4 Sqm 134

13 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 10mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height.

Full brick wall in horizontal face 4 4.2 0.6

In vertical face 8 3.65 0.6

14 9.18.4 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 pergeneral 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/ mullion 100mmx50mm size, 1.6mm thick sheet.

15 8.12.2 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges. 35 mm. thick (single leaf)

16 9.15 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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer.

Wt. @ 25 Kg/Sqm Kg 67.5

17 8.132.2 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete. 125x2.5mm (heavy)

For doors 6 Each 76.5

18 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm

For doors 2 Each 238

19 8.138.1 Providing and fixing stainless steel door latch with 12mm rod, 2.5mm thick flap, necessary stainless steel screws etc complete 300mm

For doors 2 Each 92.5

20 8.139.1 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 250 x10mm

For doors 2 Each 97

21 8.141.1 Providing and fixing Stainless steel "D" shape door handles made of 10mm dia rod with necessary stainless steel screws etc complete. 200 mm

For doors 4 Each 64

22 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying z 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work.

Qty as item 8.13.2 1 2.5

Frame 1 0.25 1.1

23 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work (With 2 Year warranty).

Qty Same AS 11.2.4

Qty Same AS 11.1.1

24 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof fnish minimum three coats applied @ 1.43 lit / l0Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete foT the work (With 2 Year Warranty)

Qty Same AS 11.3.4 Sqm 70

TOTAL SECOND FLOOR

Sub Engineer Sub Divisional Officer Executive Engineer

PWD (B/R) Kurud Sub Dn P.W.D.(B/R) Division

Kurud Dhamtari (C.G.)

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

(WATER SUPPLY AND SANITARY FITTING, SEPTIK TANK, SUMP WELL & RAIN WATER HARVESTING)

(WATER SUPPLY AND SANITARY FITTING)

S. No. S.O.R. P /I.No. Particular of Item Measurment Qty UNIT Rate Amount

1 18.1.1 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 cutting and making good the walls and floors wherever required : White Long pattern W.C. pan of size 580 mm

2 18.4.1 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type

3 18.9.1 Providing and fixing ISI marked plastic seat with lid for pedestal type W.C. pan complete: White/ black

4 18.17.1 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 : White Size 550x450 mm

5 18.21.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink with drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required 1040x510 mm bowl size 460x410x200 mm

6 18.25.2 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 40 mm dia

7 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

8 18.10.2 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour: 45 CM length

9 8.13.1 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm

10 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required :

11 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm

12 18.76.1 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe.

13 18.76.2 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 110 mm dia pipe.

18.76.3 150 mm dia pipe. 50 metre 440

14 18.77.1.1 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 75 mm

15 18.77.1.2 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm

16 18.77.2.2 Double "Y" with or without door 110 mm

17 18.77.3.2 Vent covel 110 mm

18 18.77.5 "P" trap 110mmx110mm long

19 18.77.6 Nahani trap 110x75mm

20 19.7.1 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: 15 mm dia. nominal bore

19.7.2 20 mm dia. nominal bore 40 metre 149

19.7.3 25 mm dia. nominal bore 400 metre 258

19.7.4 32 mm dia. nominal bore 100 metre 318

19.7.6 50 mm dia. nominal bore 100 metre 471

21 19.14.1 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: Bib cock (400 grams) 70 each 382

19.14.3 Long body bib cock (500 grams) 10 each 426

19.14.5 Two way bib cock (800 grams) 6 each 708

19.14.6 Stop cock (concealed) (600 grams) 90 each 494

19.14.7 Angle valve for basin mixer and geyser points (450 grams) 3 each 382

19.14.14 Soap dish plate 12 each 163

19.14.15 Shower rose (revolving type) (150mm) 4 each 269

19.14.16 Towel rail (600mm long x 20mm dia) 20 each 338

19.14.20 CP brass water jet to be fixed in seat cover of WC with flexible connection pipe 4 set 577

19.15 Providing and fixing stainless steel drain jali of approved make/quality. 80 each 51

22 19.18.1 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 25 mm nominal bore 10 each 413

19.18.2 32 mm nominal bore 3 each 556

19.18.4 50 mm nominal bore 4 each 993

23 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 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 1 8000 litre 7.3

24 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone ggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :

25 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm dep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :

26 20.1 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 :

20.1.3 200 mm diameter 40 Mtr 506

27 20.2 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:

20.2.3 200 mm diameter S.W. pipe 40 Mtr 508

28 20.31 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. 2 Mtr 1709

29 20.5.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 150 mm dia. R.C.C. pipe 4 15 Rm 353

30 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 14 Each 6703

31 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) 6x2 12 500 6000 Litre 18.5

32 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 6 Each 644

33 1.1.1 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.In all types of soil 2 6 2.5 2.1 Cum 185

34 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 2 6 2.5 0.6 Cum 26.5

35 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 2 6 2.5 0.2 6 Cum 2970

36 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 2 6 2.5 0.2 6 Cum 4163

37 3.12.1 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: Thermo-Mechanically treated bars FE 415

Qty same as above item

@ 90 Kg/Sqm Kg 54.5

38 2.1.7 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 2 6 2.5 Sqm 235

39 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

40 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

Corner 2 6 0.3 0.3

41 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand)

42 12.7.1 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 including pointing in white cement mixed with matching pigment complete. Size upto 200x300mm

43 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 300x300mm

44 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. 2 30 Rm 339

21.1.2.3 Rocky strata including Boulders. 150 mm dia. 2 118 Rm 396

45 21.6.3 Supplying, assembling, lowering and fixing in vertical position in bore well, lotted casing pipe made from ISI marked G.I. pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part- 1&Part-2) 1992 with IVth revision (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge. 150 mm nominal dia 2 80 Rm 1317

46 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 2 1 1 1.2 Rm 1048

47 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 2 Point 1502

48 18.23.1 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required : Size 450x300x150mm 4 each 2504

Sub Engineer Sub Divisional Officer Executive Engineer

PWD (B/R) Kurud Sub Dn P.W.D.(B/R) Division

Kurud Dhamtari (C.G.)

Construction of I.T.I. Building & 50 Seater Boys Hostel Building at Korra, Distt. Dhamtari (C.G.) iti bldg. korra 50 seated bldg.

S.No. SOR Item No. Item of Works Qty. Unit Rate Amount main bldg. W.S. Qty. Septic tank Tubewell x2 Rain water harvesting x2 main bldg. W.S. Qty. Septic tank Sumpwell boundrywall-210m x21 Chowkidar Qtr. Approach road

1 1.2 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). sqm 7.2 4760 2132 96

2 1.1.1 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. In all types of soils. Cum 185 2815.26 80.71 4.05 1594.5 68.21 34.1 13.22 21.02

3 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils cum 26.5 1337.27 13.45 0.68 771.8 19.49 9.74

4 1.18 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. Cum 371 4185.91 19.65 2260.55525606469 9.533692722371967 37.15363881401617

5 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). cum 2659 336.08 194.28 6.5 3.25 0.85 5.11

6 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Cum 2970 4.48 0.45

7 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4163 1094.94 23.38 550.7134278164785 3.11 10.37 0.399 14.036992553447034

8 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 97.5 385.4 312.37 1.14

9 3.4 FOR FIRST FLOOR cum 195 290.09

10 3.4 FOR TERRACE FLOOR cum 292.5 30.05

11 3.12.1 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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 54.5 114968.7 1870.4 60578.49 311 1037 343.5 1403.7

12 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139 1505.65 1319.4 13.52 32.32

13 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 228 151.5 65.28

14 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.. sqm 184 1.8

15 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape. sqm 297 1674.08 1214.37 8.4 32

16 2.1.8 Beams, lintels, cantilevers & walls. sqm 202 2234.11 1241.21 50.56

17 2.1.13 Weather shade, chhajja, Cornices and mouldings Sqm 294 270.7 256.96 2.7

18 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235 2716.06 31.52 1294.16 23.74 11.87 24.39

19 2.1.4 Edge of slab, breaks in floor and walls upto 200mm. metre 34 60.9 309.6

20 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230 244.65

21 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Cum. 3263 608.48 368.9 14.9 14.270916334661354

22 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 121 262.29 333.57 3.06 14.27

23 7.6 FOR FIRST FLOOR cum 242 270.05

24 7.6 FOR TERRACE FLOOR cum 363 54.59228650137741

25 7.11.2 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:4 (1 cement : 4 coarse sand) sq m 382 125.76 242.91

26 7.2 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. sqm 62.5 125.76 242.91

27 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: First Floor. sqm 11 52.08 242.91

28 11.1.1 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:3 (1 cement : 3 fine sand) Sq.m. 93 52.8

29 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) Sq.m. 87 3560.65 95.4 1564.08 24.39

30 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 91.5 3934.17 2334.1967213114754 23 104.88

31 11.3.4 Providing and making 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) sqm 107 4894.58 2705.6 114.64 21 104.88

32 12.3.1 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. 40 mm thick sqm 222 559.65 20 10 24.39

33 12.25.2 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide metre 18 1188.15

34 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) sqm 897 2419.2 857.9

35 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.) sqm 990 1301.85 128.34

36 12.51 Extra for nosing in steps and treads of Kota stone slab. metre 69.5 150

37 12.76 Providing and laying glazed vitrified floor tiles (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/100mm) laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 Coarse sand) including grounting the joints with white cement and matching pigments etc. complete. size 600x600mm thickness 9 to 10mm sqm 964 325.61 77.97

38 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 300x300mm Sqm 692 78.75 68.76

39 12.7.2 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 including pointing in white cement mixed with matching pigment complete. Size above 200x300mm Sqm 646 212.75 270.0743034055728

40 4.13.1 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) each 3817 92.46

41 11.5 Neat Cement punning. sqm 33 1699.31 95.4 114.64 52.8

42 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. sqm 34 6597.12 1403.05

43 3.23.3 Providing and fixing in expansion joint pre moulded cross linked polymer based filler as per IS:1838 (part III) of approved make including cutting to required size and shape etc complete. 50 mm thick sqm 2207 63.44

44 3.20 Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment . sqm 1397 67.44

45 3.18 Providing and filling in position, blown bitumen in expansion joints per cm. depth and per cm width. metre 5.1 111

46 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4073 29.958998281365087

47 9.16.2 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames kg 73.5 918.36 1017.54 78.09

48 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. metre 346 108.9 85.5

49 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75 8648.1 4719.75

50 9.15 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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. kg 67.5 3870 2596.35 216 chowkidar qtr. Me nomiclature 9.13 ka hai rate 9.15 ka hai.

51 9.11 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. sqm 3330 27.51 16.2

52 9.27.1 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring. 80x1.25mm M.S. Laths sqm 1691 23.04

53 9.28 Providing and fixing 27.5cm long wire spring for rolling shutters. each 362 4

54 9.29.1 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick sqm 540 8.64

55 9.3 Providing and fixing ball bearing for rolling shutters. each 423 8

56 9.31 Providing and fixing mechanical device chain and crank operation for operating rolling shutters. set 5672 2

57 8.13.1 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1),interior grade, commercial type, core of block board construction withframe of first class hard wood and well matched commercial ply veneeringwith vertical grains, cross bands and face veneers on both faces ofshutters excluding hinges. 40mm thick (single leaf ) Sqm 1601 12.6

58 8.13.2 35mm thick (single leaf ) Sqm 1370 93.24 87.57 7.5

59 8.152.1 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). PVC door shutter sqm 2318 34.65 23.63

60 8.15 Extra for double leaf shutter instead of single leaf. Sqm 52 93.24 12.6

61 8.18.3 Providing and fixing lipping with second class teak wood lipping on all edges of shutters. 35 x 6 mm size metre 54.5 382.8 395.4

62 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm each 238 70 8

64 8.120.2 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x16mm each 141 22 15 6

65 8.121.2 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x12mm each 51.5 22 15 2

66 8.139.2 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 200 x10mm each 70.5 70 47

67 8.122.2 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete. 200 x10mm each 57.5 22 15 3

68 8.140.2 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete. 125 mm each 22.5 140 94

69 8.123.2 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete. 125 mm each 26 44 30 8

70 8.130.1 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. Single each 27.5 3

71 8.143.2 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete. Double each 65 70 47

72 14.6 Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 ( Product such as Asian Spark/suprimo , J.K. Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work. Sqm 37 12389.4 6603.87

73 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty). Sqm 74 8928.475675675674 4444.148648648648

74 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty) Sqm 70 3460.92 2159.73 44

75 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. Sqm 120 730.15 551.9333333333333 25.61

76 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. Sqm 86 12389.4

77 18.1.3 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 cutting and making good the walls and floors wherever required White Orissa pattern W.C. pan of size 580x440 mm N0. 2899 8 6

78 18.4.1 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type no 2882 8 3

79 18.17.2 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 : White Size 550x400 mm N0. 1408 5 14

80 18.13.1 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm N0. 1776 6

81 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required : N0. 2014 6

82 19.7.1 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: 15 mm dia. nominal bore metre 149 20

83 19.7.2 20 mm dia. nominal bore metre 185 60 50

84 19.7.3 25 mm dia. nominal bore metre 258 130 100

85 19.7.5 40 mm dia. nominal bore metre 364 40 80

86 19.8.1 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete: 15 mm dia nominal bore metre 188 60 70

87 19.8.2 20 mm dia nominal bore metre 221 80 50

88 19.9.3 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 25 mm dia. nominal bore metre 222 30 90

89 19.9.5 40 mm dia. nominal bore metre 308 50

90 19.14.1 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: Bib cock (400 grams) each 382 26 25

91 19.14.2 Long nose bib cock (500gms) each 455 8

92 19.14.4 Piller Cock (400 grams) each 398 9 14

93 19.14.7 Angle valve for basin mixer and geyser points (450 grams) each 382 40 34

94 19.14.14 Soap dish plate each 163 20

95 19.14.15 Shower rose (revolving type) (150mm) each 269 9

96 19.14.16 Towel rail (600mm long x 20mm dia) each 338 20

97 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) set 774 5

98 19.15 Providing and fixing stainless steel drain jali of approved make/quality. each 51 25 28

99 19.16.1 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore each 436 3 4

100 19.16.3 40 mm nominal bore each 596 3

101 19.17.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore each 432 5

102 19.18.3 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore each 688 2

103 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 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 litre 7.3 6000 6000

104 20.1.1 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 : 100 mm diameter metre 162 20

105 20.2.1 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: 100 mm diameter S.W. pipe metre 357 20

106 20.3.2 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 weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type. each 1397 4

107 20.28.1 Providing and constructing brick masonry chamber for underground pipe and 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 455x610 mm and 45 cm deep for single pipe line : each 3796 6

108 20.28.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : each 4894 6

109 18.76.1 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe. metre 182 50 175

111 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm each 61 150

112 18.77.1.2 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 75 mm No. 113 50 25

114 18.77.3.2 Vent covel 110mm NO. 44 4 4

115 18.77.5 "P" trap 110mmx110mm long NO. 227 5 12

116 18.77.6 Nahani trap 110x75mm NO. 90.5 24 28

117 18.77.8 Plain reducing Tee 110x75mm NO. 129 6 5

118 20.31 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. Nos 1709 2 3

119 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) point 1502 1

120 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of ngineer–in-charge upto 90 metre depth below ground level.. All types of soil 150 mm dia. rm 339 50

121 21.1.2.3 Rocky strata including Boulders. 150 mm dia. rm 396 40

122 21.2.2.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. rm 424 60

123 21.5.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia rm 1304 50

124 21.11.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150mm dia each 217 1

125 19.51 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : EACH 4356 2

126 21.1.1.4 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 200 mm dia METRE 371 0.0

127 21.1.2.4 Rocky strata including Boulders. 200 mm dia METRE 457 0.0

128 21.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge. 200 mm nominal size dia. METRE 979 0.0

129 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand,4mm, 6mm, 8mm & 12 mm gravels With stainless steel wire mesh fixed between each layer with suitable length and sufficient umbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) LIT 18.5 1000

130 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. EACH 644 2

131 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing. sqm 516 230.4

132 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black sqm. 2646 7.98

133 18.23.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required : Size 600x450x200mm each 4502 2

134 18.14.1 Providing and fixing white vitreous china urinal basin as per IS : 2556 complete: Flat back half stall urinal of size 460x380x250mm each 1183 9

135 19.11.1 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long crews etc. complete: 15 mm nominal bore each 85 15

136 19.11.2 20 mm nominal bore each 98 15

137 19.11.3 25 mm nominal bore each 117 15

138 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 6703 4

139 20.28.2 Providing and constructing brick masonry chamber for underground pipe and 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 : each 4357 10

140 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-250 kg 88.5 600 600 600

141 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work . sqm 29 234.15

142 14.61 Providing and applying Synthatic oil bound washable Distemper having VOC content less than 50gms/ lit. Minimum two coats up to final finish to give an even shade applied 1.25 kg / 10Sqm as per relevant I.S. Code 428:2000 (product such as Asian ractor synthatic distemper , Berger Bison Lite , Dulux Magik , Birla Opus Style super smart) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. sqm 57 234.15

143 3.2 Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to mbankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 95 175.5

144 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 223 196.13

145 Road SOR 4.1 (b) (i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 For Sub-base cum drainage layer or upper sub-base with Grading-V Material cum 1372 84.38

146 Road SOR 6.6 (ii) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-10 cum 2789 30.38

147 R SOR ITEM NO.-6.7 Providing and laying un-reinforced cement concretewithout dowel bar including form works and expansion contraction & longitudinal joints as per design and as per IRC-62-2014,over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavment thickness less than 200mm in low volum roads. PCC grade M-30 with minimum cement content @ 375 kg/cum. cum 4391 56.25

148 Road SOR 4.13 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller cum 277 37.5

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N.I.T. SCHEDULE FOR CONSTRUCTION OF I.T.I. BUILDING & 50 SEATER HOSTEL BUILDING AT KORRA, I/C WATER SUPPLY,SANITERY FITTINGS & ELECTRIFICATION WORK AT DISTT-DHAMTARI (C.G.)( DHAMTARI DN.)

Pac Rs:- 513.37 Lacs

S. No. Depart. Name SOR Year Item Code Description UOM Rate Quantity Amount

1 PWD PWD BLD 2015 1.2 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). sqm 7.2 6988

2 PWD PWD BLD 2015 1.1.1 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. In all types of soils. Cum 185 4899.52

3 PWD PWD BLD 2015 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils cum 26.5 2153.1099999999997

4 PWD PWD BLD 2015 1.18 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. Cum 371 6703.476442048517

5 PWD PWD BLD 2015 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). cum 2659 563.07

6 PWD PWD BLD 2015 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). Cum 2970 5.380000000000001

7 PWD PWD BLD 2015 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4163 1768.6875203699256

8 PWD PWD BLD 2015 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 97.5 721.71

9 PWD PWD BLD 2015 3.4 FOR FIRST FLOOR cum 195 290.09

10 PWD PWD BLD 2015 3.4 FOR TERRACE FLOOR cum 292.5 30.05

11 PWD PWD BLD 2015 3.12.1 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 in foundation and plinth all complete: Thermo-Mechanically treated bars FE 415 Kg 54.5 187382.79

12 PWD PWD BLD 2015 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. sqm 139 3141.2900000000004

13 PWD PWD BLD 2015 2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 228 216.78

14 PWD PWD BLD 2015 2.1.3 Window sills, anchor blocks, string course, bends, copings, bed plates and like.. sqm 184 37.800000000000004

15 PWD PWD BLD 2015 2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape. sqm 297 3096.85

16 PWD PWD BLD 2015 2.1.8 Beams, lintels, cantilevers & walls. sqm 202 3525.88

17 PWD PWD BLD 2015 2.1.13 Weather shade, chhajja, Cornices and mouldings Sqm 294 530.36

18 PWD PWD BLD 2015 2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm 235 4101.74

19 PWD PWD BLD 2015 2.1.4 Edge of slab, breaks in floor and walls upto 200mm. metre 34 370.5

20 PWD PWD BLD 2015 2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings sqm 230 244.65

21 PWD PWD BLD 2015 7.5.4 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand) Cum. 3263 1074.5909163346612

22 PWD PWD BLD 2015 7.6 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: cum 121 674.39

23 PWD PWD BLD 2015 7.6 FOR FIRST FLOOR cum 242 270.05

24 PWD PWD BLD 2015 7.6 FOR TERRACE FLOOR cum 363 54.59228650137741

25 PWD PWD BLD 2015 7.11.2 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level: Cement Mortar 1:4 (1 cement : 4 coarse sand) sq m 382 368.67

26 PWD PWD BLD 2015 7.2 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. sqm 62.5 368.67

27 PWD PWD BLD 2015 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: First Floor. sqm 11 294.99

28 PWD PWD BLD 2015 11.1.1 Providing and making 6mm thick cement plaster of mix: In Cement mortar 1:3 (1 cement : 3 fine sand) Sq.m. 93 52.8

29 PWD PWD BLD 2015 11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) Sq.m. 87 5244.52

30 PWD PWD BLD 2015 11.2.4 Providing and making 12mm thick cement plaster of mix: In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm 91.5 6856.246721311475

31 PWD PWD BLD 2015 11.3.4 Providing and making 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) sqm 107 8260.7

32 PWD PWD BLD 2015 12.3.1 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. 40 mm thick sqm 222 614.04

33 PWD PWD BLD 2015 12.25.2 Extra for providing and fixing 4mm thick glass strip in joints of Terrazo floor/ cement concrete floor or like. 40 mm wide metre 18 1188.15

34 PWD PWD BLD 2015 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) sqm 897 3277.1

35 PWD PWD BLD 2015 12.50 KOTA stone slab 25mm thick in risers and treads of steps, skirting dado and pillar laid in 12mm (Average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. (single stone is to be used for riser and treads of steps and the width of stone for skirting and dado shall be equal to the height of skirting/ dado up to length of 1.0 M.) sqm 990 1430.1899999999998

36 PWD PWD BLD 2015 12.51 Extra for nosing in steps and treads of Kota stone slab. metre 69.5 150

37 PWD PWD BLD 2015 12.76 Providing and laying glazed vitrified floor tiles (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/100mm) laid on 20mm thick cement mortar 1:4 ( 1 cement: 4 Coarse sand) including grounting the joints with white cement and matching pigments etc. complete. size 600x600mm thickness 9 to 10mm sqm 964 403.58000000000004

38 PWD PWD BLD 2015 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 300x300mm Sqm 692 147.51

39 PWD PWD BLD 2015 12.7.2 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 including pointing in white cement mixed with matching pigment complete. Size above 200x300mm Sqm 646 482.8243034055728

40 PWD PWD BLD 2015 4.13.1 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) each 3817 92.46

41 PWD PWD BLD 2015 11.5 Neat Cement punning. sqm 33 1962.15

42 PWD PWD BLD 2015 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. sqm 34 8000.17

43 PWD PWD BLD 2015 3.23.3 Providing and fixing in expansion joint pre moulded cross linked polymer based filler as per IS:1838 (part III) of approved make including cutting to required size and shape etc complete. 50 mm thick sqm 2207 63.44

44 PWD PWD BLD 2015 3.20 Providing and fixing aluminium strip 1.60 mm thick on expansion joints with iron screws as per design to match the colour, shade of wall treatment . sqm 1397 67.44

45 PWD PWD BLD 2015 3.18 Providing and filling in position, blown bitumen in expansion joints per cm. depth and per cm width. metre 5.1 111

46 PWD PWD BLD 2015 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 4073 29.958998281365087

47 PWD PWD BLD 2015 9.16.2 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames kg 73.5 2013.99

48 PWD PWD BLD 2015 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. metre 346 194.4

49 PWD PWD BLD 2015 9.13 Providing and fixing steel door/ window with M.S. sheet 1mm thick, frame of angle iron, diagonal braces of angle/ flat iron of suitable size, 3.00 mm M.S. gusset plates at junctions and corners, all necessary fittings complete including applying a priming coat of red oxide zinc chromate primer. kg 75 13367.85

50 PWD PWD BLD 2015 9.15 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 welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. kg 67.5 6682.35

51 PWD PWD BLD 2015 9.11 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. sqm 3330 43.71

52 PWD PWD BLD 2015 9.27.1 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring. 80x1.25mm M.S. Laths sqm 1691 23.04

53 PWD PWD BLD 2015 9.28 Providing and fixing 27.5cm long wire spring for rolling shutters. each 362 4

54 PWD PWD BLD 2015 9.29.1 Providing and fixing M.S. sheet top cover for rolling shutter 1.25mm thick sqm 540 8.64

55 PWD PWD BLD 2015 9.3 Providing and fixing ball bearing for rolling shutters. each 423 8

56 PWD PWD BLD 2015 9.31 Providing and fixing mechanical device chain and crank operation for operating rolling shutters. set 5672 2

57 PWD PWD BLD 2015 8.13.1 Providing and fixing flush door shutters, conforming to IS 2202 (Part 1),interior grade, commercial type, core of block board construction withframe of first class hard wood and well matched commercial ply veneeringwith vertical grains, cross bands and face veneers on both faces ofshutters excluding hinges. 40mm thick (single leaf ) Sqm 1601 12.6

58 PWD PWD BLD 2015 8.13.2 35mm thick (single leaf ) Sqm 1370 188.31

59 PWD PWD BLD 2015 8.152.1 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). PVC door shutter sqm 2318 58.28

60 PWD PWD BLD 2015 8.15 Extra for double leaf shutter instead of single leaf. Sqm 52 105.83999999999999

61 PWD PWD BLD 2015 8.18.3 Providing and fixing lipping with second class teak wood lipping on all edges of shutters. 35 x 6 mm size metre 54.5 778.2

62 PWD PWD BLD 2015 8.137.1 Providing and fixing stainless steel sliding door bolts with 16mm rod, 2.5mm thick flap, necessary stainless steel nuts bolts and screws etc complete. 300mm each 238 78

63 PWD PWD BLD 2015 8.137.2 250mm each 228 78

64 PWD PWD BLD 2015 8.120.2 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x16mm each 141 43

65 PWD PWD BLD 2015 8.121.2 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete. 250x12mm each 51.5 39

66 PWD PWD BLD 2015 8.139.2 Providing and fixing stainless steel tower bolts (Barrel type) with necessary stainless steel screws etc complete. 200 x10mm each 70.5 117

67 PWD PWD BLD 2015 8.122.2 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete. 200 x10mm each 57.5 40

68 PWD PWD BLD 2015 8.140.2 Providing and fixing stainless steel door handles having flap thickness 2.5mm, necessary stainless steel screws etc complete. 125 mm each 22.5 234

69 PWD PWD BLD 2015 8.123.2 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete. 125 mm each 26 82

70 PWD PWD BLD 2015 8.130.1 Providing and fixing hanging powder coated aluminium door stopper with necessary M.S. screws etc complete. Single each 27.5 3

71 PWD PWD BLD 2015 8.143.2 Providing and fixing stainless steel hanging door stopper with necessary stainless steel screws complete. Double each 65 117

72 PWD PWD BLD 2015 14.6 Providing and applying of Acrylic primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 ( Product such as Asian Spark/suprimo , J.K. Primer, Dulux Acrylic Primer) with all tools tackles and labour etc. complete for the work. Sqm 37 18993.27

73 PWD PWD BLD 2015 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty). Sqm 74 13372.624324324323

74 PWD PWD BLD 2015 14.67 Providing and applying on exterior surface with ECONOMY Exterior Emulsion paint of required shades to give protective and water proof finish minimum three coats applied @ 1.43 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C ( Glossy /Semi Glossy finish ) (Product such as Asian Ace ,Dulux Promise Exterior , Berger Wall Masta ,Nerolac Suraksha Plus ,Nippon Shogun Opus, One Style Power Bright) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work (With 2 Year Warranty) Sqm 70 6544.65

75 PWD PWD BLD 2015 14.72 Providing and applying Glossy finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel , Dulux Promise Premium Enamel , Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. Sqm 120 1307.6933333333332

76 PWD PWD BLD 2015 14.56 Providing and applying 2mm thick white cement based polymeric Exterior grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare,JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work. Sqm 86 12389.4

77 PWD PWD BLD 2015 18.1.3 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 cutting and making good the walls and floors wherever required White Orissa pattern W.C. pan of size 580x440 mm N0. 2899 14

78 PWD PWD BLD 2015 18.4.1 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type no 2882 11

79 PWD PWD BLD 2015 18.17.2 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 : White Size 550x400 mm N0. 1408 19

80 PWD PWD BLD 2015 18.13.1 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm N0. 1776 6

81 PWD PWD BLD 2015 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required : N0. 2014 6

82 PWD PWD BLD 2015 19.7.1 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: 15 mm dia. nominal bore metre 149 20

83 PWD PWD BLD 2015 19.7.2 20 mm dia. nominal bore metre 185 110

84 PWD PWD BLD 2015 19.7.3 25 mm dia. nominal bore metre 258 230

85 PWD PWD BLD 2015 19.7.5 40 mm dia. nominal bore metre 364 120

86 PWD PWD BLD 2015 19.8.1 Providing and fixing concealed in wall G.I. pipes medium class complete with G.I. fittings and clamps, including painting with anti corrosive bitumastic paint, cutting chases, making good the walls etc. and testing of joints complete: 15 mm dia nominal bore metre 188 130

87 PWD PWD BLD 2015 19.8.2 20 mm dia nominal bore metre 221 130

88 PWD PWD BLD 2015 19.9.3 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 25 mm dia. nominal bore metre 222 120

89 PWD PWD BLD 2015 19.9.5 40 mm dia. nominal bore metre 308 50

90 PWD PWD BLD 2015 19.14.1 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: Bib cock (400 grams) each 382 51

91 PWD PWD BLD 2015 19.14.2 Long nose bib cock (500gms) each 455 8

92 PWD PWD BLD 2015 19.14.4 Piller Cock (400 grams) each 398 23

93 PWD PWD BLD 2015 19.14.7 Angle valve for basin mixer and geyser points (450 grams) each 382 74

94 PWD PWD BLD 2015 19.14.14 Soap dish plate each 163 20

95 PWD PWD BLD 2015 19.14.15 Shower rose (revolving type) (150mm) each 269 9

96 PWD PWD BLD 2015 19.14.16 Towel rail (600mm long x 20mm dia) each 338 20

97 PWD PWD BLD 2015 19.14.19 Health foscet (hand jet) with flexible connection pipe (for WC) set 774 5

98 PWD PWD BLD 2015 19.15 Providing and fixing stainless steel drain jali of approved make/quality. each 51 53

99 PWD PWD BLD 2015 19.16.1 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 25 mm nominal bore each 436 7

100 PWD PWD BLD 2015 19.16.3 40 mm nominal bore each 596 3

101 PWD PWD BLD 2015 19.17.3 Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore each 432 5

102 PWD PWD BLD 2015 19.18.3 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 40 mm nominal bore each 688 2

103 PWD PWD BLD 2015 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 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 litre 7.3 12000

104 PWD PWD BLD 2015 20.1.1 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 : 100 mm diameter metre 162 20

105 PWD PWD BLD 2015 20.2.1 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: 100 mm diameter S.W. pipe metre 357 20

106 PWD PWD BLD 2015 20.3.2 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 weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100 mm size P type. each 1397 4

107 PWD PWD BLD 2015 20.28.1 Providing and constructing brick masonry chamber for underground pipe and 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 455x610 mm and 45 cm deep for single pipe line : each 3796 6

108 PWD PWD BLD 2015 20.28.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets : each 4894 6

109 PWD PWD BLD 2015 18.76.1 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe. metre 182 225

110 PWD PWD BLD 2015 18.76.2 110 mm dia pipe. metre 267 700

111 PWD PWD BLD 2015 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm each 61 150

112 PWD PWD BLD 2015 18.77.1.2 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 75 mm No. 113 75

114 PWD PWD BLD 2015 18.77.3.2 Vent covel 110mm NO. 44 8

115 PWD PWD BLD 2015 18.77.5 "P" trap 110mmx110mm long NO. 227 17

116 PWD PWD BLD 2015 18.77.6 Nahani trap 110x75mm NO. 90.5 52

117 PWD PWD BLD 2015 18.77.8 Plain reducing Tee 110x75mm NO. 129 11

118 PWD PWD BLD 2015 20.31 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. Nos 1709 5

119 PWD PWD BLD 2015 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) point 1502 2

120 PWD PWD BLD 2015 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of ngineer–in-charge upto 90 metre depth below ground level.. All types of soil 150 mm dia. rm 339 100

121 PWD PWD BLD 2015 21.1.2.3 Rocky strata including Boulders. 150 mm dia. rm 396 80

122 PWD PWD BLD 2015 21.2.2.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 150 mm dia. rm 424 120

123 PWD PWD BLD 2015 21.5.3 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge. 150 mm nominal dia rm 1304 100

124 PWD PWD BLD 2015 21.11.3 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 150mm dia each 217 2

125 PWD PWD BLD 2015 19.51 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : EACH 4356 4

126 PWD PWD BLD 2015 21.1.1.4 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 200 mm dia METRE 371 40

127 PWD PWD BLD 2015 21.1.2.4 Rocky strata including Boulders. 200 mm dia METRE 457 1

128 PWD PWD BLD 2015 21.4.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) slotted pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineerin- charge. 200 mm nominal size dia. METRE 979 41

129 PWD PWD BLD 2015 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand,4mm, 6mm, 8mm & 12 mm gravels With stainless steel wire mesh fixed between each layer with suitable length and sufficient umbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) LIT 18.5 2000

130 PWD PWD BLD 2015 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. EACH 644 4

131 PWD PWD BLD 2015 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing. sqm 516 230.4

132 PWD PWD BLD 2015 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black sqm. 2646 7.98

133 PWD PWD BLD 2015 18.23.2 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required : Size 600x450x200mm each 4502 2

134 PWD PWD BLD 2015 18.14.1 Providing and fixing white vitreous china urinal basin as per IS : 2556 complete: Flat back half stall urinal of size 460x380x250mm each 1183 9

135 PWD PWD BLD 2015 19.11.1 Providing and fixing G.I. Union in G.I. pipe (New work) including cutting and threading the pipe and making long crews etc. complete: 15 mm nominal bore each 85 15

136 PWD PWD BLD 2015 19.11.2 20 mm nominal bore each 98 15

137 PWD PWD BLD 2015 19.11.3 25 mm nominal bore each 117 15

138 PWD PWD BLD 2015 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : each 6703 4

139 PWD PWD BLD 2015 20.28.2 Providing and constructing brick masonry chamber for underground pipe and 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 : each 4357 10

140 PWD PWD BLD 2015 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-250 kg 88.5 600

141 PWD PWD BLD 2015 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work . sqm 29 234.15

142 PWD PWD BLD 2015 14.61 Providing and applying Synthatic oil bound washable Distemper having VOC content less than 50gms/ lit. Minimum two coats up to final finish to give an even shade applied 1.25 kg / 10Sqm as per relevant I.S. Code 428:2000 (product such as Asian ractor synthatic distemper , Berger Bison Lite , Dulux Magik , Birla Opus Style super smart) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work. sqm 57 234.15

143 PWD PWD ROAD 2015 3.2 Excavation in Soil (by Mechanical Means.)Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to mbankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 95 175.5

144 PWD PWD ROAD 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 223 196.13

145 PWD PWD ROAD 2015 4.1 (b) (i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 For Sub-base cum drainage layer or upper sub-base with Grading-V Material cum 1372 84.38

146 PWD PWD ROAD 2015 6.6 (ii) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) P.C.C. M-10 cum 2789 30.38

147 PWD PWD ROAD 2015 6.7 Providing and laying un-reinforced cement concretewithout dowel bar including form works and expansion contraction & longitudinal joints as per design and as per IRC-62-2014,over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavment thickness less than 200mm in low volum roads. PCC grade M-30 with minimum cement content @ 375 kg/cum. cum 4391 56.25

148 PWD PWD ROAD 2015 4.13 B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller cum 277 37.5

149 PWD ELECT 2020 1.7 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.7.1 Short Point Point 235 56

150 PWD ELECT 2020 1.7.2 Medium Point Point 374 112

151 PWD ELECT 2020 1.7.3 Long Point Point 518 324

152 PWD ELECT 2020 1.8 Wiring for twin control light point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 370 2

153 PWD ELECT 2020 1.9 Extra for providing and fixing light plug point on board in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) point wiring with modular type 3 pin 5/6 amp socket outlet and 5/6 amp switch including cost of base and cover plate and G. I. box etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 191 81

154 PWD ELECT 2020 1.10 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 6 Amp switch and 3 pin 6 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.10.3 Long Point Point 814 4

155 PWD ELECT 2020 1.10.4 Extra Long Point I Point 1149 6

156 PWD ELECT 2020 1.10.5 Extra Long Point II Point 1462 11

157 PWD ELECT 2020 1.10.6 Extra Long Point III Point 1760 60

158 PWD ELECT 2020 1.11 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 16 Amp switch and 6 pin 16 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.11.3 Long Point Point 1191 1

159 PWD ELECT 2020 1.11.4 Extra Long Point I Point 1594 4

160 PWD ELECT 2020 1.11.5 Extra Long Point II Point 2042 13

161 PWD ELECT 2020 1.11.6 Extra Long Point III Point 2492 20

162 PWD ELECT 2020 1.12 Wiring for power plug point with 3x6 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 32 Amp SPMCB "C" curve and 6 pin 20 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.12.4 Extra Long Point I Point 2052 7

163 PWD ELECT 2020 1.12.5 Extra Long Point II Point 2661 11

164 PWD ELECT 2020 1.12.6 Extra Long Point III Point 3271 46

165 PWD ELECT 2020 1.13 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.13.1 3 X 1.5 sq. mm in 20mm conduit Metre 81 980

166 PWD ELECT 2020 1.13.2 3 X 2.5 sq. mm in 20mm conduit Metre 98 855

167 PWD ELECT 2020 1.13.3 6 X 2.5 sq. mm in 25mm conduit Metre 151 325

168 PWD ELECT 2020 1.13.4 9 X 2.5 sq. mm in 32mm conduit Metre 210 215

169 PWD ELECT 2020 1.13.5 12 X 2.5 sq. mm in 32mm conduit Metre 254 135

170 PWD ELECT 2020 1.13.6 3 X 4 sq. mm in 25mm conduit Metre 128 480

171 PWD ELECT 2020 1.13.7 3 X 6 sq. mm in 25mm conduit Metre 161 235

172 PWD ELECT 2020 1.13.12 6 X 4 sq. mm in 32mm conduit Metre 208 85

173 PWD ELECT 2020 1.13.13 6 X 6 sq. mm in 32mm conduit Metre 275 480

174 PWD ELECT 2020 1.13.14 6 X 10 sq. mm in 40mm conduit Metre 454 90

175 PWD ELECT 2020 1.13.15 6 X 16 sq. mm in 50mm conduit Metre 681 70

176 PWD ELECT 2020 1.15 Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5) 1.15.1 20 mm Metre 42 55

177 PWD ELECT 2020 1.15.2 25 mm Metre 46 380

178 PWD ELECT 2020 1.15.3 32 mm Metre 59 65

179 PWD ELECT 2020 1.15.4 40 mm Metre 75 78

180 PWD ELECT 2020 1.15.5 50 mm Metre 99 150

181 PWD ELECT 2020 1.16 Extra for providing modular starter in power point wiring instead of modular 32 amp SPMCB and 16 amps socket outlet as per specification. Point 115 103

182 PWD ELECT 2020 5.4 Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. 5.4.1 5/6 amps one way switch Each 61 492

183 PWD ELECT 2020 5.4.3 Bell push Each 71 3

184 PWD ELECT 2020 5.4.4 15/16 amp switch Each 79 98

185 PWD ELECT 2020 5.4.5 3 pin 5/6 amp socket outlet Each 84 162

186 PWD ELECT 2020 5.4.6 6 pin 15/16 amp socket outlet Each 106 206

187 PWD ELECT 2020 5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 196 113

188 PWD ELECT 2020 5.4.13 RJ-45 {CAT6} socket outlet Each 232 12

189 PWD ELECT 2020 5.4.14 RJ-45 {CAT6} LAN, I/O Box Each 176 95

190 PWD ELECT 2020 5.4.15 Telephone socket outlet Each 62 4

191 PWD ELECT 2020 5.4.16 T.V. antenna socket outlet Each 65 1

192 PWD ELECT 2020 5.4.18 25/32 amp A.C. Starter switch Each 217 1

193 PWD ELECT 2020 5.4.22 Batten/ angle holder Each 36 119

194 PWD ELECT 2020 5.4.23 Blanking plate Each 25 450

195 PWD ELECT 2020 5.6 Providing and fixing composite unit for computer points having modular type 1 No 6 pin 16 amp socket outlet, 1 No 16 amp switch, 3 Nos 3 pin 6 amp socket outlets, 3 Nos 6 amp switches, suitable G.I. box, base and cover plates, earthing the sockets and switch box including etc. as per specification. Each 720 89

196 PWD ELECT 2020 5.7 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts A.C. supply, complete as per specification. 5.7.2 Each 95 3

197 PWD ELECT 2020 5.9 Providing and fixing round/ hexagonal fan box (125mm dia) depth 75mm (max.) with 12mm dia steel bar hook, 1.6mm thick MS sheet cover, in RCC slab etc. as per specification. Each 37

198 PWD ELECT 2020 6.1 Supplying, installation, testing and commissioning of following sizes ceiling fan including wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, earthing etc. complete as required. P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS: 374:2019 including all amendments. 6.1.3 1200 mm sweep Each 1497 63

199 PWD ELECT 2020 6.1.4 1400 mm sweep Each 1564 50

200 PWD ELECT 2020 6.6 Supplying, installation, testing and commissioning of following sizes heavy duty (continuous running) 1400 rpm exhaust fan in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9 6.6.1 300 mm sweep Each 2158 13

201 PWD ELECT 2020 6.12 Providing and fixing phenolic laminated sheet cover of 180 mm dia 3 mm thick on the fan box etc. as per specification. (If provided at the time of installation of ceiling fan) Each 49

202 PWD ELECT 2020 6.15 Supplying, installation, testing and commissioning of following LED fitting (luminaries) Panel Light in round/ square shape complete with electronic driver heat sink capacitor and all other accessories on surface/ in false ceiling etc. as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.15.6 18/20 Watt Each 766 6

203 PWD ELECT 2020 6.17 Supplying, fixing, testing and commissioning of following LED lamps with inbuilt electronic driver heat sink and all other accessories in existing holder/ luminaries as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.17.5 12 Watt Each 189 6

204 PWD ELECT 2020 6.17.6 15 Watt Each 219 4

205 PWD ELECT 2020 6.17.7 18/20 Watt (LED Rod ) Each 234 109

206 PWD ELECT 2020 6.19 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.19.3 18/20 watt {4 feet} Each 390 120

207 PWD ELECT 2020 6.19.4 36 watt {4 feet} Each 634 115

208 PWD ELECT 2020 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 6.28.6 45 watt Each 2407 2

209 PWD ELECT 2020 6.28.7 60 watt Each 3195 2

210 PWD ELECT 2020 6.28.8 90 watt Each 4879 2

211 PWD ELECT 2020 6.28.9 120 watt Each 6037 2

212 PWD ELECT 2020 6.28.10 135 watt Each 7135 1

213 PWD ELECT 2020 6.50 Providing and fixing wooden board of suitable size (18''x 24'') for energy meter etc complete as per specification. Each 108 1

214 PWD ELECT 2020 7.8 Supplying and fixing metal clad busbar chamber made of 2.0 mm thick CRCA MS powder coated sheet with 4 strip copper busbars of following capacity and length, complete with all accessories, including earthing the body etc. as per specification. 7.8.5 200 amps x 450mm long Each 3268 8.25

215 PWD ELECT 2020 7.11 Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately).7.11.6 300 amps Each 703 3

216 PWD ELECT 2020 7.17 Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 7.17.3 35 sqmm (125 amps) Each 159 8

217 PWD ELECT 2020 7.18 Providing and making interconnection in cubical panel between BBC and switchgears with following size copper strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral). 7.18.1 20x3mm (100 amps) Each 153 45

218 PWD ELECT 2020 7.18.2 25x5mm (200 amps) Each 261 9

219 PWD ELECT 2020 7.18.3 40x5mm (300 amps) Each 411 8

220 PWD ELECT 2020 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. 7.19.1 Upto 300 mm deep sqm 6014 8.26

221 PWD ELECT 2020 7.21 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) copper (electric grade) bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 7.21.2 200 amp (25x5mm) Metre 2101 8

222 PWD ELECT 2020 7.21.3 300 amp (40x5mm) Metre 2346 6

223 PWD ELECT 2020 9.1 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 9.1.4 3 pole MCCB, 100A, Adjustable Thermal - Magnetic Release, 25KA Each 3294 4

224 PWD ELECT 2020 9.1.6 3 pole MCCB, 160A, Adjustable Thermal - Magnetic Release, 25KA Each 6724 4

225 PWD ELECT 2020 9.1.8 3 pole MCCB, 250A, Adjustable Thermal - Magnetic Release, 25KA Each 10186 2

226 PWD ELECT 2020 9.5 Supplying and fixing on surface/ recess vertical type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, with 200 amps tinned copper busbar, common neutral link, earth bar, din bar, detachable gland/ knock out plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 9.5.4 4 way (4 + 12), Double door Each 3660 6

227 PWD ELECT 2020 9.5.5 8 way (4 + 24), Double door Each 4532 10

228 PWD ELECT 2020 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 133 4

229 PWD ELECT 2020 9.12 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.12.2 6 amps to 32 amps Each 363 350

230 PWD ELECT 2020 9.14 Supplying and fixing TP MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.14.2 6 amps to 32 amps Each 588 2

231 PWD ELECT 2020 9.19 Supplying and fixing following rating, 240 volts TWO POLE ISOLATOR in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.19.2 40 amps Each 233 4

232 PWD ELECT 2020 9.20 Supplying and fixing following rating, 415 volts, FOUR POLES, ISOLATOR in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.20.2 63 amps Each 548 4

233 PWD ELECT 2020 9.20.3 100 amps Each 571 10

234 PWD ELECT 2020 9.26 Supplying and fixing sheet steel enclosure of suitable size made of 1.6mm thick CRCA MS sheet, for 100 amps MCCB on existing metal board/ wall including painting etc as per specification. Each 382 4

235 PWD ELECT 2020 10.17 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification. Each 83 6

236 PWD ELECT 2020 10.19 Providing and fixing penal mounting digital type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification Each 860 1

237 PWD ELECT 2020 10.20 Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. 10.20.2 Digital type Each 736 1

238 PWD ELECT 2020 10.21 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification.10.21.1For voltmeter Each 167 1

239 PWD ELECT 2020 10.21.2 For ammeter Each 183 1

240 PWD ELECT 2020 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 5477 12

241 PWD ELECT 2020 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification. Metre 68 680

242 PWD ELECT 2020 12.5 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification. Metre 452 180

243 PWD ELECT 2020 12.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. Metre 17 780

244 PWD ELECT 2020 12.19 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:12.19.1 With 3 metre long GI Pipes and 50 kg back filling compound. Each 9664 2

245 PWD ELECT 2020 12.20 Excavation for foundation in soft soil/hard soil including dressing of sides and ramming of bottoms, lifting and getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres Cum 148 10.5

246 PWD ELECT 2020 14.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 14.1.1 63 mm outer dia and 50 mm Inner dia Metre 162 120

247 PWD ELECT 2020 14.1.5 180 mm outer dia and 152 mm Inner dia Metre 336 80

248 PWD ELECT 2020 14.3 Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.14.3.4 150 mm internal dia Metre 1183 90

249 PWD ELECT 2020 15.2 Supplying and laying following sizes additional one number, FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground as in the same trench in one tier horizontal formation at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1). 15.2.16 3.5 x 120 sq. mm. Metre 437 135

250 PWD ELECT 2020 15.6 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade on surface/ existing cable tray with 25x3 mm M.S flat clamp and steel dash fastener/ G.I. bolts and nuts as per specification , IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1) 15.6.1 3.5 x 50 sq. mm. Metre 245 220

251 PWD ELECT 2020 15.6.2 3.5 x 70 sq. mm. Metre 294 250

252 PWD ELECT 2020 15.6.3 3.5 x 95 sq. mm. Metre 339 180

253 PWD ELECT 2020 15.14 Supplying and laying following sizes one number FRLS PVC insulated, PVC sheathed, steel armoured, copper conductor control /power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification and IS: 694 (2010). 15.14.5 4 x 16 sq. mm Metre 476 320

254 PWD ELECT 2020 15.14.6 4 x 25 sq. mm Metre 691 250

255 PWD ELECT 2020 15.14.7 4 x 35 sq. mm Metre 898 280

256 PWD ELECT 2020 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. . 15.23.15 3½ X 70 sq. mm (35 mm) Each 176 45

257 PWD ELECT 2020 15.23.16 3½ X 95 sq. mm (38 mm) Each 226 45

258 PWD ELECT 2020 15.23.17 3½ X 120 sq. mm (45 mm) Each 250 15

259 PWD ELECT 2020 15.28 Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .15.28.6 50 sq. mm Each 19 60

260 PWD ELECT 2020 15.28.7 70 sq. mm Each 22 45

261 PWD ELECT 2020 15.28.8 95 sq. mm Each 23 45

262 PWD ELECT 2020 15.28.9 120 sq. mm Each 26 12

263 PWD ELECT 2020 15.29 Supplying, fixing and cramping suitable size and all type Copper ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .15.29.3 16 sq. mm Each 20 90

264 PWD ELECT 2020 15.29.4 25 sq. mm Each 21 60

265 PWD ELECT 2020 15.29.5 35 sq. mm Each 26 45

266 PWD ELECT 2020 20.6 Supplying and erection of angle/channel iron cross arms/ bracket/ other fitting of approved size and shape including drilling of holes for insulator pins, bolts and nuts etc as per specification. kg 68 24

267 PWD ELECT 2020 30.3 Earth work in hard rock (without blasting) with all lead and 1.5 metre lift, dressing, stacking excavated strata including refilling with excavated soil in trench / pit to ground level complete as per specification cum 396 9.8

268 PWD ELECT 2020 1.7 Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.7.1 Short Point Point 235 46

269 PWD ELECT 2020 1.7.2 Medium Point Point 374 45

270 PWD ELECT 2020 1.7.3 Long Point Point 518 187

271 PWD ELECT 2020 1.8 Wiring for twin control light point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with 5/6 amp modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 370 1

272 PWD ELECT 2020 1.9 Extra for providing and fixing light plug point on board in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) point wiring with modular type 3 pin 5/6 amp socket outlet and 5/6 amp switch including cost of base and cover plate and G. I. box etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) Point 191 34

273 PWD ELECT 2020 1.10 Wiring for light plug point with 3x2.5 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 6 Amp switch and 3 pin 6 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.10.3 Long Point Point 814 1

274 PWD ELECT 2020 1.10.4 Extra Long Point I Point 1149 4

275 PWD ELECT 2020 1.10.5 Extra Long Point II Point 1462 11

276 PWD ELECT 2020 1.10.6 Extra Long Point III Point 1760 18

277 PWD ELECT 2020 1.11 Wiring for power plug point with 3x4 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 16 Amp switch and 6 pin 16 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.11.4 Extra Long Point I Point 1594 1

278 PWD ELECT 2020 1.11.5 Extra Long Point II Point 2042 2

279 PWD ELECT 2020 1.11.6 Extra Long Point III Point 2492 4

280 PWD ELECT 2020 1.12 Wiring for power plug point with 3x6 sq mm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with modular type 32 Amp SPMCB "C" curve and 6 pin 20 amps socket outlet with modular base and cover plate, suitable size G.I. box, earthing the switch box and socket outlet with same size wire etc. as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.12.4 Extra Long Point I Point 2052 1

281 PWD ELECT 2020 1.12.5 Extra Long Point II Point 2661 1

282 PWD ELECT 2020 1.12.6 Extra Long Point III Point 3271 1

283 PWD ELECT 2020 1.13 Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5) 1.13.1 3 X 1.5 sq. mm in 20mm conduit Metre 81 445

284 PWD ELECT 2020 1.13.2 3 X 2.5 sq. mm in 20mm conduit Metre 98 480

285 PWD ELECT 2020 1.13.3 6 X 2.5 sq. mm in 25mm conduit Metre 151 165

286 PWD ELECT 2020 1.13.4 9 X 2.5 sq. mm in 32mm conduit Metre 210 105

287 PWD ELECT 2020 1.13.5 12 X 2.5 sq. mm in 32mm conduit Metre 254 85

288 PWD ELECT 2020 1.13.6 3 X 4 sq. mm in 25mm conduit Metre 128 185

289 PWD ELECT 2020 1.13.7 3 X 6 sq. mm in 25mm conduit Metre 161 35

290 PWD ELECT 2020 1.13.12 6 X 4 sq. mm in 32mm conduit Metre 208 30

291 PWD ELECT 2020 1.13.14 6 X 10 sq. mm in 40mm conduit Metre 454 185

292 PWD ELECT 2020 1.13.15 6 X 16 sq. mm in 50mm conduit Metre 681 45

293 PWD ELECT 2020 1.15 Supplying and fixing of following sizes FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) along with accessories in concealed complete as per specification and IS: 9537 (2000 Part 5) 1.15.1 20 mm Metre 42 65

294 PWD ELECT 2020 1.15.2 25 mm Metre 46 210

295 PWD ELECT 2020 1.15.3 32 mm Metre 59 25

296 PWD ELECT 2020 1.15.4 40 mm Metre 75 55

297 PWD ELECT 2020 1.15.5 50 mm Metre 99 456

298 PWD ELECT 2020 1.16 Extra for providing modular starter in power point wiring instead of modular 32 amp SPMCB and 16 amps socket outlet as per specification. Point 115 6

299 PWD ELECT 2020 5.4 Supplying and fixing following modular switch, socket, other accessories on the existing modular plate & switch box including connections but excluding modular plate etc. as per specification. 5.4.1 5/6 amps one way switch Each 61 271

300 PWD ELECT 2020 5.4.3 Bell push Each 71 1

301 PWD ELECT 2020 5.4.4 15/16 amp switch Each 79 12

302 PWD ELECT 2020 5.4.9 Fan regulator (two module size) electronic stepped type moving all rounds Each 196 65

303 PWD ELECT 2020 5.4.16 T.V. antenna socket outlet Each 65 1

304 PWD ELECT 2020 5.4.18 25/32 amp A.C. Starter switch Each 217 1

305 PWD ELECT 2020 5.4.22 Batten/ angle holder Each 36 108

306 PWD ELECT 2020 5.4.23 Blanking plate Each 25

307 PWD ELECT 2020 5.6 Providing and fixing composite unit for computer points having modular type 1 No 6 pin 16 amp socket outlet, 1 No 16 amp switch, 3 Nos 3 pin 6 amp socket outlets, 3 Nos 6 amp switches, suitable G.I. box, base and cover plates, earthing the sockets and switch box including etc. as per specification. Each 720 23

308 PWD ELECT 2020 5.7 Supplying and fixing call bell/ buzzer suitable for single phase, 230 volts A.C. supply, complete as per specification.5.7.2 Deluxe Each 95 1

309 PWD ELECT 2020 5.9 Providing and fixing round/ hexagonal fan box (125mm dia) depth 75mm (max.) with 12mm dia steel bar hook, 1.6mm thick MS sheet cover, in RCC slab etc. as per specification. Each 37

310 PWD ELECT 2020 6.1 Supplying, installation, testing and commissioning of following sizes ceiling fan including wiring the down rods of standard length up to 30 cm with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, earthing etc. complete as required. P.F. should be greater than 0.9, with BEE Star rating from 3 star and above, IS: 374:2019 including all amendments. 6.1.3 1200 mm sweep Each 1497

311 PWD ELECT 2020 6.6 Supplying, installation, testing and commissioning of following sizes heavy duty (continuous running) 1400 rpm exhaust fan in existing opening in wall including earthing etc. complete as per specification. P.F. should be greater than 0.9 6.6.1 300 mm sweep Each 2158 17

312 PWD ELECT 2020 6.12 Providing and fixing phenolic laminated sheet cover of 180 mm dia 3 mm thick on the fan box etc. as per specification. (If provided at the time of installation of ceiling fan) Each 49

313 PWD ELECT 2020 6.15 Supplying, installation, testing and commissioning of following LED fitting (luminaries) Panel Light in round/ square shape complete with electronic driver heat sink capacitor and all other accessories on surface/ in false ceiling etc. as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.15.6 18/20 Watt Each 766 4

314 PWD ELECT 2020 6.17 Supplying, fixing, testing and commissioning of following LED lamps with inbuilt electronic driver heat sink and all other accessories in existing holder/ luminaries as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.17.5 12 Watt Each 189 6

315 PWD ELECT 2020 6.17.6 15 Watt Each 219 4

316 PWD ELECT 2020 6.17.7 18/20 Watt (LED Rod ) Each 234 98

317 PWD ELECT 2020 6.19 Supplying, installation, testing and commissioning of following LED tube light fitting including batten with Electronic Driver Heat sink Capacitor complete with all other accessories on surface/ in false ceiling, including connection, earthing etc complete as per specification and IP20, P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 100 lumens /watt. 6.19.3 18/20 watt {4 feet} Each 390 121

318 PWD ELECT 2020 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. 6.28.6 45 watt Each 2407 9

319 PWD ELECT 2020 6.28.8 90 watt Each 4879 1

320 PWD ELECT 2020 6.50 Providing and fixing wooden board of suitable size (18''x 24'') for energy meter etc complete as per specification. Each 108 1

321 PWD ELECT 2020 7.8 Supplying and fixing metal clad busbar chamber made of 2.0 mm thick CRCA MS powder coated sheet with 4 strip copper busbars of following capacity and length, complete with all accessories, including earthing the body etc. as per specification.7.8.5 200 amps x 450mm long Each 3268 1

322 PWD ELECT 2020 7.11 Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately).7.11.5 200 amps Each 480 3

323 PWD ELECT 2020 7.17 Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated copper conductor wire lead of length upto 50cm including providing copper thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 7.17.3 35 sqmm (125 amps) Each 159 9

324 PWD ELECT 2020 7.18 Providing and making interconnection in cubical panel between BBC and switchgears with following size copper strip of length upto 50cm as per specification (To be measured separately for each phase/ neutral). 7.18.1 20x3mm (100 amps) Each 153 6

325 PWD ELECT 2020 7.18.2 25x5mm (200 amps) Each 261 6

326 PWD ELECT 2020 7.18.3 40x5mm (300 amps) Each 411 3

327 PWD ELECT 2020 7.19 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. 7.19.1 Upto 300 mm deep sqm 6014 3.25

328 PWD ELECT 2020 7.21 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) copper (electric grade) bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 7.21.2 200 amp (25x5mm) Metre 2101 4.5

329 PWD ELECT 2020 9.5 Supplying and fixing on surface/ recess vertical type following way, 415 volts, TPN MCB distribution board of sheet steel phosphatized and powder painted, with 200 amps tinned copper busbar, common neutral link, earth bar, din bar, detachable gland/ knock out plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator) (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)9.5.4 4 way (4 + 12), Double door Each 3660 3

330 PWD ELECT 2020 9.5.5 8 way (4 + 24), Double door Each 4532 4

331 PWD ELECT 2020 9.10 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.9.10.1 Each 133 164

332 PWD ELECT 2020 9.12 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.12.2 6 amps to 32 amps Each 363 1

333 PWD ELECT 2020 9.14 Supplying and fixing TP MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.14.2 6 amps to 32 amps Each 588 1

334 PWD ELECT 2020 9.19 Supplying and fixing following rating, 240 volts TWO POLE ISOLATOR in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.19.2 40 amps Each 233 1

335 PWD ELECT 2020 9.20 Supplying and fixing following rating, 415 volts, FOUR POLES, ISOLATOR in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 9.20.2 63 amps Each 548 4

336 PWD ELECT 2020 9.20.3 100 amps Each 571 2

337 PWD ELECT 2020 9.26 Supplying and fixing sheet steel enclosure of suitable size made of 1.6mm thick CRCA MS sheet, for 100 amps MCCB on existing metal board/ wall including painting etc as per specification. Each 382 1

338 PWD ELECT 2020 10.17 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification. Each 83 3

339 PWD ELECT 2020 10.19 Providing and fixing penal mounting digital type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification Each 860 1

340 PWD ELECT 2020 10.20 Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification.10.20.2 Digital type Each 736 1

341 PWD ELECT 2020 10.21 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification.10.21.1For voltmeter Each 167 1

342 PWD ELECT 2020 10.21.2 For ammeter Each 183 1

343 PWD ELECT 2020 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 5477 2

344 PWD ELECT 2020 12.4 Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification. Metre 68 58

345 PWD ELECT 2020 12.5 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification. Metre 452 26

346 PWD ELECT 2020 12.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. Metre 17 176

347 PWD ELECT 2020 12.19 Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016) -1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:12.19.1 With 3 metre long GI Pipes and 50 kg back filling compound. Each 9664 4

348 PWD ELECT 2020 12.20 Excavation for foundation in soft soil/hard soil including dressing of sides and ramming of bottoms, lifting and getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 metres Cum 148 5.5

349 PWD ELECT 2020 14.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 14.1.1 63 mm outer dia and 50 mm Inner dia Metre 162 120

350 PWD ELECT 2020 14.1.5 180 mm outer dia and 152 mm Inner dia Metre 336 60

351 PWD ELECT 2020 14.3 Supplying and laying following size medium class G.I. pipe in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 14.3.4 150 mm internal dia Metre 1183 15

352 PWD ELECT 2020 15.2 Supplying and laying following sizes additional one number, FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground as in the same trench in one tier horizontal formation at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1). 15.2.16 3.5 x 120 sq. mm. Metre 437 120

353 PWD ELECT 2020 15.14 Supplying and laying following sizes one number FRLS PVC insulated, PVC sheathed, steel armoured, copper conductor control /power cable of 1.1 KV grade on surface/ existing cable tray with 1 mm thick GI saddle as per specification and IS: 694 (2010). 15.14.5 4 x 16 sq. mm Metre 476 90

354 PWD ELECT 2020 15.14.6 4 x 25 sq. mm Metre 691 220

355 PWD ELECT 2020 15.29 Supplying, fixing and cramping suitable size and all type Copper ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 15.29.3 16 sq. mm Each 20 45

356 PWD ELECT 2020 15.29.4 25 sq. mm Each 21 30

357 PWD ELECT 2020 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .15.23.17 3½ X 120 sq. mm (45 mm) Each 250 6

358 PWD ELECT 2020 15.28 Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 15.28.9 120 sq. mm Each 26 6

359 PWD ELECT 2020 15.29 Supplying, fixing and cramping suitable size and all type Copper ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. . 15.29.3 16 sq. mm Each 20 21

360 PWD ELECT 2020 15.29.4 25 sq. mm Each 21 9

361 PWD ELECT 2020 15.29.5 35 sq. mm Each 26 9

362 PWD ELECT 2020 20.6 Supplying and erection of angle/channel iron cross arms/ bracket/ other fitting of approved size and shape including drilling of holes for insulator pins, bolts and nuts etc as per specification. kg 68 25

363 PWD ELECT 2020 30.3 Earth work in hard rock (without blasting) with all lead and 1.5 metre lift, dressing, stacking excavated strata including refilling with excavated soil in trench / pit to ground level complete as per specification cum 396 4.8

364 PWD ELECT 2020 6.50 Providing and fixing wooden board of suitable size (18''x 24'') for energy meter etc complete as per specification. Each 108 1

365 PWD ELECT 2020 7.11 Providing and fixing porcelain re-wireble fuse carrier and base unit on wooden board including drilling holes on the board, screws, connections etc. as per specification. (Thimbeling shall be paid separately).7.10.2 63 amps Each 1689 1

366 PWD ELECT 2020 23.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification. 23.3.4 3.0 HP, three phase Each 20037 1

367 PWD ELECT 2020 23.3.5 5.0 HP, three phase Each 22999 1

368 PWD ELECT 2020 23.4 Supplying and fixing of following sizes 'B' class G I pipe with welded steel flange of suitable size at both the end of every pipe length, fixing with submersible pump and lowering with the pump in the bore well including necessary rubber gasket, nuts & bolts etc. as per specification. 23.4.4 50 mm dia. Metre 313 320

369 PWD ELECT 2020 23.6 Supplying and fixing following dia HDPE pipe PE-80 Grade (8kg/sqcm) in single length in the suction/ delivery line of water supply pump etc. as per specification. 23.6.2 50 mm outer dia Metre 104 320

370 PWD ELECT 2020 23.7 Supplying and fixing of following sizes GM gate valve ISI mark in the suction/ delivery line etc. as per specification.23.7.4 50 mm dia. Each 933 2

371 PWD ELECT 2020 23.8 Supplying and fixing of following sizes GM non return valve ISI mark in the suction/ delivery line etc. as per specification.

372 PWD ELECT 2020 23.8.4 50 mm dia. Each 1099 2

373 PWD ELECT 2020 23.10 Supply, installation, testing and commissioning of 5-7.5 HP 3 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 5/7.5 HP 3 phase DOL starter with over load and no volt relay 1 No c) 32 A "C" curve TPMCB 1 No d) Voltmeter 0-500 V with selector switch 1 set e) Ammeter 0-10 A with CT's and selector switch 1 set. Each 3663 2

374 PWD ELECT 2020 23.12 Supplying and fixing M.S. clamp 50 cm long made of 50mmx5mm thick M.S. Flat for holding the pipes and submerable pump set as per specification. Metre 256 2

375 PWD ELECT 2020 23.13 Supplying and fixing 300 mm dia 2 mm thick M.S. sheet cover with 3 cm edge in two past on tube well bore pipe as per specification Each 342 2

376 PWD ELECT 2020 23.14.3 3x4.0 sqmm Metre 80 750

377 PWD ELECT 2020 23.15 Supplying and making water proof joint with heat shrinkable joint kit including copper ferrules for following size of 3 core submersible copper conductor cable of 1.1 KV grade as per specification. 23.15.3 3x4.0 sqmm Each 233 12

378 PWD ELECT 2020 23.16 Supplying and laying of approved make stainless steel wire rope of 6 mm dia for support of submersible pump set complete with tying to pump set and pump holding clamp. Metre 14 780

379 PWD ELECT 2020 12.3 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) Set 5477 2

380 PWD ELECT 2020 12.5 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification. Metre 452 120

381 PWD ELECT 2020 13.1 Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, copper tube, having single prong at top, with 85 mm dia 3 mm thick copper base plate having 4 nos holes for fixing etc. complete as per specification. Each 676 2

382 PWD ELECT 2020 13.2 Making jointing of copper tape (with another copper tape, base of the finial or any other metallic object) by reverting, sweating and soldering/ nut bolting of as per specification. Each 45 80

383 PWD ELECT 2020 13.3 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as per specification.(For horizontal run) Metre 192 120

384 PWD ELECT 2020 13.4 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as per specification.(For vertical run) Metre 193 120

385 PWD ELECT 2020 13.5 Providing and fixing testing joint, made of 20 mm X 3 mm thick copper strip, 125 mm long, with 4 nos. of tinned brass bolts, nuts, chuck nuts and spring washers etc. complete as per specification. Each 82 4

386 PWD ELECT 2020 14.5 Supplying and fixing G.I. pipe along with wall or pole/ support with 2 Nos MS clamps for protection of under ground cable in approved manner including bolts and nuts or metal dash fasteners complete as per specification. 14.5.2 40 mm dia Metre 317 90

387 PWD ELECT 2020 30.3 Earth work in hard rock (without blasting) with all lead and 1.5 metre lift, dressing, stacking excavated strata including refilling with excavated soil in trench / pit to ground level complete as per specification cum 396 12.5

388 PWD ELECT 2020 26.17 Supply and erecting following ISI marked Fire extenguishers on wall/ column including erecting bracket etc complete.26.17.3 ABC Fire Extinguisher 4KG Nitrogen Store Pressure As per IS: 15683:2018 Body Sheet Not Less Then 2mm Thickness, CE Mark NRV Valve With ABC Powder 90% UL 299 FIRE RATING: 2A, 89B. With all accessories. Each 3609 4

389 PWD ELECT 2020 26.17.7 CO2 type Fire Extinguisher ISI marked confirming to IS: 15683:2018 Capacity 2 Kg. INITIAL CHARGE:- Carbon dioxide used in extinguishers shall comply with IS 15222. FIRE RATING:- 21B. Complete with Hose Assembly and horn , locking arrangement, operation manual, bracket with two screw and sleeve Each 4824 6

Say Rs.:- 513.37 Lacs

DETAILED ESTIMATE FOR CONSTRUCTION OF GOVT. LAW COLLEGE BUILDING AT KURUD, DISTT.-DHAMTARI (C.G.)

(WATER SUPPLY AND SANITARY FITTING, SEPTIK TANK, SUMP WELL & RAIN WATER HARVESTING)

(WATER SUPPLY AND SANITARY FITTING)

S. No. S.O.R. P /I.No. Particular of Item Qty UNIT Rate Amount

1 18.1.1 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 cutting and making good the walls and floors wherever required : White Long pattern W.C. pan of size 580 mm 8 Each 2459 19672

2 18.4.1 Providing and fixing vitreous china water closet (European type W.C. pan) with white ISI marked plastic seat and lid, 10 litre low level white P.V.C. flushing cistern (same colour), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White pedestal type 4 Each 2882 11528

3 18.9.1 Providing and fixing ISI marked plastic seat with lid for pedestal type W.C. pan complete: White/ black 4 Each 620 2480

4 18.17.1 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 : White Size 550x450 mm 16 Each 1430 22880

5 18.21.2 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink with drain board as per IS 13983 with C.I. brackets and stainless steel plug 40 mm including painting of fittings and brackets, cutting and making good the walls wherever required 1040x510 mm bowl size 460x410x200 mm 4 Each 8539 34156

6 18.25.2 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete 40 mm dia 20 Each 88.5 1770

7 18.29 Providing and fixing 600x450 mm beveled edge 4mm mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. 16 Each 599 9584

8 18.10.2 Providing and fixing 15 mm nominal bore uplasticised PVC connection pipe with PTMT nuts and PVC bush of approved quality and colour: 45 CM length 90 Each 66.5 5985

9 8.13.1 Providing and fixing white vitreous china urinal basin with waste fitting as per IS : 2556, and other couplings in C.P. brass complete: Flat back half stall urinal of size 460x380x250mm 20 Each 1776 35520

10 18.15 Providing and fixing one piece construction white vitreous china squatting plate urinal with an integral rim longitudinal flushing pipe, standard size G.I. flush pipe for back and front flush, C.P. brass coupling complete including cutting and making good the walls and floors etc. wherever required : 8 Each 2014 16112

11 18.78.2 Providing and fixing UV stabilized Unplasticised -PVC pipe clips of approved design to Rigid PVC pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm 140 Each 61 8540

12 18.76.1 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 75 mm dia pipe. 240 Mtr. 182 43680

13 18.76.2 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 110 mm dia pipe. 590 Mtr. 267 157530

18.76.3 150 mm dia pipe. 50 metre 440 22000

14 18.77.1.1 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 75 mm 190 Each 113 21470

15 18.77.1.2 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 thermal expansion. Tee/ Tee with door/ Bend 45°/ Bend 90° 110 mm 260 Each 154 40040

16 18.77.2.2 Double "Y" with or without door 110 mm 20 Each 224 4480

17 18.77.3.2 Vent covel 110 mm 20 Each 44 880

18 18.77.5 "P" trap 110mmx110mm long 12 Each 227 2724

19 18.77.6 Nahani trap 110x75mm 90 Each 90.5 8145

19.7.2 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: 20 mm dia. nominal bore 40 metre 149 5960

19.7.3 25 mm dia. nominal bore 400 metre 258 103200

19.7.4 32 mm dia. nominal bore 100 metre 318 31800

19.7.6 50 mm dia. nominal bore 100 metre 471 47100

21 19.14.1 Providing and fixing 15 mm nominal bore C.P. brass fittings of approved make and conforming to IS:8931 including C.P. brass extension if required: Bib cock (400 grams) 70 each 382 26740

19.14.3 Long body bib cock (500 grams) 10 each 426 4260

19.14.5 Two way bib cock (800 grams) 6 each 708 4248

19.14.6 Stop cock (concealed) (600 grams) 90 each 494 44460

19.14.7 Angle valve for basin mixer and geyser points (450 grams) 3 each 382 1146

19.14.14 Soap dish plate 12 each 163 1956

19.14.15 Shower rose (revolving type) (150mm) 4 each 269 1076

19.14.16 Towel rail (600mm long x 20mm dia) 20 each 338 6760

19.14.20 CP brass water jet to be fixed in seat cover of WC with flexible connection pipe 4 set 577 2308

19.15 Providing and fixing stainless steel drain jali of approved make/quality. 80 each 51 4080

22 19.18.1 Providing and fixing gun metal non- return valve (horizontal type) of approved quality (screwed end) : 25 mm nominal bore 10 each 413 4130

19.18.2 32 mm nominal bore 3 each 556 1668

19.18.4 50 mm nominal bore 4 each 993 3972

23 19.42 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 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 8000 litre 7.3 58400

24 19.47 Constructing masonry Chamber 30x30x50 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone ggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : 10 each 754 7540

25 19.48 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm dep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 6 each 4644 27864

20.1.3 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 : 200 mm diameter 40 Mtr 506 20240

20.2.3 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: 200 mm diameter S.W. pipe 40 Mtr 508 20320

28 20.31 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. 2 Mtr 1709 3418

29 20.5.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe 150 mm dia. R.C.C. pipe 60 Rm 353 21180

30 20.7.1 Constructing brick masonry manhole with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 ( 1 cement : 4 coarse sand), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation in cement concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : 14 Each 6703 93842

31 21.18 Providing and fixing filter of minimum 100 litre capacity for roof top rain water harvesting through tube well consisting of two layered HDPE tank with five layers (each layers of minimum 100 mm) consist of coarse sand, 4mm, 6mm, 8mm & 12 mm gravels with stainless steel wire mesh fixed between each layer with suitable length and sufficient numbers of 110 mm dia PVC pipe pieces in the bottom of tank to support the above layer including fixing of inlet and out let P.V.C. pipe of required diameter upto 2 metre length on each side, Cement Concrete plateform of required size complete as directed by Engineer in charge. (excluding cost of tubewell and inlet and outlet pipe beyond 2 metre) 6000 Litre 18.5 111000

32 21.19 Providing and fixing 80-100 mm dia PVC ball valve for inlet/ outlet of rain water harvesting pipe and filter. 6 Each 644 3864

33 1.1.1 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.In all types of soil 63 Cum 185 11655

34 1.6.1 Extra for every additional lift of 1.5 m or part thereof. All types of soils 18 Cum 26.5 477

35 3.1.3 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 6 Cum 2970 17820

36 3.2.1 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth levelexcluding cost of form work.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 6 Cum 4163 24978

37 3.12.1 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: Thermo-Mechanically treated bars FE 415

38 2.1.7 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 30 Sqm 235 7050

39 7.5.3 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:5 (1 cement : 5 coarse sand)

40 3.1.5 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).

41 11.3.3 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:5 (1 cement : 5 fine sand)

42 12.7.1 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 including pointing in white cement mixed with matching pigment complete. Size upto 200x300mm 51 Sqm 587 29937

43 12.9.1 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, 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 etc., complete. Size 300x300mm 30 Sqm 692 20760

44 21.1.1.3 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 metre depth below ground level. All types of soil 150 mm dia. 60 Rm 339 20340

21.1.2.3 Rocky strata including Boulders. 150 mm dia. 236 Rm 396 93456

45 21.6.3 Supplying, assembling, lowering and fixing in vertical position in bore well, lotted casing pipe made from ISI marked G.I. pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part- 1&Part-2) 1992 with IVth revision (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in- charge. 150 mm nominal dia 160 Rm 1317 210720

46 21.9 Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 2.4 Rm 1048 2515

47 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) 2 Point 1502 3004

48 18.23.1 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P. brass chain with rubber plug 40mm C.P brass waste and 40mm C.P. brass trap with necessary C.P. brass unions complete including painting of brackets, cutting and making good the wall wherever required : Size 450x300x150mm 4 each 2504 10016

Sub Engineer Executive Engineer

P.W.D.(B/R) Division

Dhamtari (C.G.)

DETAILED ESTIMATE FOR CONSTRUCTION OF COLLEGE BUILDING AT CHIRKO DISTT. MAHASAMUND

(HARTICULTURE & LAND SCAPPING)

S. No. S.O.R. P /I.No. Particular of Item Measurment Qty UNIT Rate Amount

23.1.1 Supply, erection, jointing, testing & commissioning of "C" Class MS pipes (as per IS: 1239) including necessary specials such as tees, bends, flanges reducers etc., complete on wall/ ceiling. The pipes to be erected on wall or suspended from beams, RCC roof slabs with suitable size MS bars/ angle irons including painting of metal part except pipe line. 50mm dia. 1 300 Metre 322

23.1.2 65mm dia. 1 220 Metre 561

23.1.3 80mm dia. 1 170 Metre 889

23.1.5 150mm dia. 1 95 Metre 1849

23.2.1 Painting for M.S. pipe with a coat of red oxide primer and two or more coats of synthetic enamel paint of approved colour and Quality to give an even shade including surface preparation. 50mm dia. 1 300 metre 15

23.2.2 65mm dia. 1 220 metre 18.5

23.2.3 80mm dia. 1 170 metre 22.5

23.2.5 150mm dia 1 95 metre 37

23.4.3 Providing, installation, testing and commissioning of dual plate non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc. as required. 150mm dia 3 Each 8384

23.5.2 Supplying, fixing, testing and commissioning of flanged butterfly valve PN 1.6, with Bronze/Gunmetal seat duly ISI marked complete with Nuts, Bolts, washers, gaskets, conforming to IS: 13095 of following sizes as required. 100mm dia 12 Each 3461

23.5.3 150mm dia 3 Each 4856

23.7.1 Providing and fixing brass GM/ ball valve (full bore type) with plastic coated lever and screwed female ends tested to 20 Kg/ cm2 of approved quality as specified. 25 mm dia 12 Each 436

23.9 Providing and fixing gunmetal single acting air release valve with screwed inlet 25 mm dia and with necessary G.I. coupling, valve to be fitted on top of Air vessel or on wet riser as per specification. 2 Each 1126

23.1 Providing and fixing Flow switches suitable for fixing in 50mm to 150mm dia pipe line, complete with all accessories to provide indication in annunciator panel. 2 Each 3603

23.11 Providing and fixing pressure switch with suitable for 1-10 Kg/cm2 including 12/15 mm Ø isolation valve, G.I. nipple, elbow, electrical connections setting of Cut-In and cut-Off pressure complete in all respects and in an approved manner. 2 Each 1253

23.12 Supplying and installing pressure gauge of 100 mm Ø., 0-300 PSI or 0-21 kg per cm square fitted with 12/15 mm Ø. pad cock valve, and G.I. pipe, elbow etc. as per requirement in approved manner. 2 Each 750

23.13 Providing and fixing 15 mm dia, Quartzoid bulb type G.M. Sprinkler Head set to operate at 680C of approved make chrome plated complete in all respect as required. 200 Each 1005

23.14 Supplying and fixing swinging type First-Aid Hose Reel drum with MS construction spray painted in Post office Red colour, conforming to IS: 884 with upto date amendments, complete with brackets for fixing on wall, connections from riser with 25 mm dia MS/GI pipe and GM gate valve but excluding hose reel. 10 Each 4410

23.16 Supplying and fixing 19mm dia 30 metre long high pressure polypropylene First-Aid Hose Reel. 10 Each 1936

23.19 Supplying and fixing double headed internal hydrant valve with instantaneous Gun metal couplings of 63 mm dia with cast iron wheel ISI marked conforming to IS: 5290 (Type - A) with blank Gunmetal cap and chain as required. 10 Each 11517

23.2 Supplying and erecting orifice plate having 6 mm thickness, 140 mm outer dia at every single outlet hydrant valve as per specification. 40 Each 409

23.23 Supplying and fixing 63 mm dia, 15 mtr long Flax canvas hose pipe with 63 mm dia Male and Female Stainless Steel-IS: 3444 Grade-1 ouplings duly binded with GI wire, rivets etc. conforming to IS: 636 (Type -A) as required. 28 Each 10188

23.24 Supplying & fixing 63 mm dia Stainless Steel IS: 3444 Grade-1 branch pipe with 20 mm dia (nominal internal) Gun Metal nozzle conforming to IS: 903, suitable for instantaneous coupling connection to connect hose pipe coupling as required. 28 Each 2983

23.25.1 Supplying and fixing of MS hose cabinet box of made of 2 mm thick MS sheet and 40 x 40 x 5mm angle iron with front openable cover having 6 mm thick glazed glass viewing window i/c necessary locking arrangement, on existing wall/ brick platform etc complete as required. Size 1800 mm x 900 mm x 500 mm 13 Each 20281

23.28 Supply and fixing 100 mm dia CI foot valve in suction line from water tank complete. 3 Each 7203

23.3 Supply and fixing 100 mm dia CI steiner in suction line from water tank complete. 3 Each 3343

23.31 Supplying and fixing 4 way Fire Brigade Connection of cast iron body with 4 Nos. Gun metal male instantaneous nlet couplings complete with cap and chain conforming to IS: 904 including connection to existing MS pipe line complete as required. 3 Each 12434

23.33 Providing and fixing standard fireman's axe (tested for 20000 Volts) with heavy insulated rubber handle. (ISI marked) 13 Each 2435

Sub Engineer Sub Divisional Officer Executive Engineer

Kurud Sub Division P.W.D.(B/R) Division

Kurud Dhamtari (C.G.)