Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date9 Feb 2024
Closing Date11 Mar 2024
Tender Amount₹ 48,14,157 
Notes
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Costs

Description

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work upto plinth livel i) 1:2:4 ( 1 Cement: 2 fine sand : 4 well burnt brick aggregate 20 mm nominal size)

0.42

4533

10742.6

... More
ii) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 40 mm nominal size)

4.06

37731

9295.7

... More
iii) 1 : 4 : 8 ( 1 cement : 4 fine sand : 8 graded well burnt brick aggregate of 40 mm nominal size)

3.06

27452

8980

... More
Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns

10

3031

303.1

... More
ii) Columns, piers, abutments, pillaras, posts and struts

6.5

3203

492.7

... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded wellburnt brick aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand and including finishing the top smooth.

50

44715

894.3

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- -All work upto plinth level: i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

2.02

23609

11693.5

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size)

1.08

11298

10461.4

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement- i) 1:2:4 ( 1 Cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size

0.57

7177

12591.1

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Foundations, footings, bases for columns etc. for mass concrete with timber plank

80

26712

333.9

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ii) Suspended floors, roofs, landings, balconies and access platform with timber planks

50

28855

577.1

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iii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

160

62560

391

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iv) Columns, Pillars, Piers, Abutments, Posts and Struts with wooden plank

15

8550

570

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v) Weather shade, Chajjas, corbels etc., including edges.

10

5313

531.3

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level i) Thermo-Mechanically Treated bars of gradeFe-500D or more

300

31170

103.9

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above Plinth level i) Thermo-Mechanically Treated bars of gradeFe-500D or more

230

23897

103.9

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First class brick work in foundation and plinth including cost of all materials as required complete: i) In cement mortar 1:4 ( 1 cement : 4 fine sand )

9.27

91216

9845.2

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First class brick work in superstructure above plinth level & upto floor-five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

2.03

23186

11410.19

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Extra for brick work in triangular, square and rectangular pillars including cost of all materials as required complete.

2.03

1056

519.8

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Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

17.68

23193

1311.8

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Half brick masonry work with first class bricks in superstructure upto floor five level including cost of all materials as required complete:- i) In Cement mortar 1:4 ( 1 cement : 4 fine sand )

48.78

74804

1533.5

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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. all complete. i) Fixed to steel windows by welding.

81

13082

161.5

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Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, & with cleats with bolts & nuts, rivets, locking arrangement, handles, hooks & eyes, pinlets including embedding in cement concrete of required grade for fixing in position, all necessary fittings, including applying a priming coat of approved steel primer etc. complete as required i) Using flats 30x6mm for diagonal braces and central cross piece.

7.92

35532

4486.4

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. i) Hot finished welded type tubes

165

24123

146.2

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Providing and fixing M.S. round holding down bolts with nuts and wahser plates complete as per standard design.

10

1039

103.9

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Providing and laying cement concrete 1:2:4 (1 cement: 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size) flooring finished with a floating coat of neat cement including cement slurry, rounding of edges and strips and cost of glass strips etc. complete as per direction of Engineer-in-charge i) 40 mm thick

19.68

12088

614.3

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Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. i) 0.63 mm thick Zinc Coating not less 275 Gm/m2

34.2

41225

1205.4

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12 mm cement plaster of mix. i) Cement mortar 1:4 (1 cement : 4 fine sand)

100

22420

224.2

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15 mm cement plaster on the rough side of single or half brick wall of mix i) Cement mortar 1:4 (1 cement : 4 fine sand)

75

19545

260.6

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Neat cement punning.

60

3408

56.8

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 grams/ litre, of approved brand and manufacture to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats) over and including water thinnable priming coat with cement primer.

75

9060

120.8

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Finishing walls with water proofing cement paint of required shade of approved brand and manufacture[Payment shall be made after submission of Test Certificate issued by the Manufacturer] : New work ( two or more coats applied @ 3.84 kg/10 sqm)

80

6264

78.3

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade [Payment shall be made after submission of Test Certificate issued by the Manufacturer]: Two or more coats on new work over an under coat of suitable shade with ordinary paint (primer) of approved brand and manufacture

40

6176

154.4

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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 40 mm OD

400

35920

89.8

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ii) 50 mm OD

400

45120

112.8

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iii) 90mm OD

2500

678500

271.4

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iv)110mm OD

1500

558150

372.1

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v)140mm OD

1200

735360

612.8

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Providing, fixing and laying fabricated UPVC bend of required degree conforming to IS : 10124 ( part 8 / 9 / 10 / 11 / 12 / 13 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm OD

3

483

161

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ii) 50 mm OD

8

1520

190

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iii) 90 mm dia

20

5974

298.7

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iv) 110 mm dia

10

3564

356.4

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v) 140 mm dia

10

4668

466.8

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Providing, fixing and laying fabricated UPVC end cap conforming to IS : 10124 ( Part 4 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 mm dia

5

481

96.1

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ii) 50 mm dia

5

510

102

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iii) 90 mm dia

5

744

148.7

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iv) 110 mm dia

3

524

174.6

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Providing, fixing and laying fabricated UPVC equal tee conforming to IS : 10124 ( Part 5 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 40 x 40 mm dia

5

1160

232

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ii) 50 x 50 mm dia

5

1313

262.5

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iii) 90 x 90 mm dia

5

1761

352.2

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iv) 110 x 110 mm dia

3

1741

580.4

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v) 140 x 140 mm dia

3

2454

818

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Providing, fixing and laying fabricated UPVC straight reducer conforming to IS : 10124 ( Part 3 ) with solvent cement conforming to IS : 14182 including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 50 x 40 mm dia

3

516

172

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ii) 110 x 90 mm dia

4

1284

321.1

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iii) 140 x 110 mm dia

4

1707

426.8

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Providing, fixing and laying flanged fabricated UPVC tailpiecewith MS flange ( 8 mm thick ) conforming to IS : 10124 ( Part6 ) with solvent cement conforming to IS : 14182 including testing of joints complete as er CPWD specification anddirection of the Engineer - in - charge. i) 90 mm dia

10

3809

380.9

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ii) 110 mm dia

8

4121

515.1

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iii) 140 mm dia

8

5581

697.6

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Providing and fixing G.I. pipes medim class as per IS : 1239 with latest amendment complete with G.I. fittings including trenching and refilling, cutting and making good the walls etc. complete as per CPWD specification and direction of the Engineer - in - charge A. External work. i. 15 mm dia. nominal bore

60

15240

254

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Providing and fixing C.I. non-return valve of approved quality as per of CPWD specification and direction of the Engineer - in - charge. i) 100 mm nominal bore

3

22515

7504.9

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Providing and fixing brass ferrule with C.I. cover conforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. i) 10 mm nominal bore

70

25088

358.4

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. i) 80 mm dia. A. PN - 1.0

2

8550

4274.9

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ii) 100 mm dia. A. PN - 1.0

2

10133

5066.7

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iii) 125 mm dia. A. PN - 1.0

1

5426

5426.3

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iv) 150 mm dia. A. PN - 1.0

3

22185

7395.1

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Providing and laying D.I. specials of class K - 12 suitable for push - on jointing as per IS : 9523 as per CPWD specification and direction of the Engineer - in - charge. i Upto 300 mm dia.

0.15

35786

238571.3

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Charges for push-on ( Tyton ) joints to centrifugually ( Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia

5

469

93.7

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ii) 150 mm dia

10

1445

144.5

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Providing and laying S & S Centrifugally Cast ( Spun ) Ductile Iron Class K-7 Pipes conforming to IS : 8329 as per CPWD specification and direction of the Engineer - in - charge. (i) 100 mm dia Ductile Iron Class K-7 pipes.

30

55833

1861.1

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(ii) 150 mm dia Ductile Iron Class K-7 pipes.

120

312240

2602

... More
Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of the Engineer - in - charge. i) 100 mm dia

8

790

98.8

... More
i) 150 mm dia

16

2963

185.2

... More
Providing and fixing U.P.V.C. service saddle as per CPWD specification and direction of the Engineer - in - charge. (i) 40 mm dia with 15 mm dia opening

8

2902

362.7

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(ii) 50 mm dia with 15 mm dia opening

8

3078

384.7

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iii) 90 mm dia with 15 mm dia opening

30

13431

447.7

... More
iv) 110 mm dia with 15 mm dia opening

14

7395

528.2

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v) 140 mm dia with 15 mm dia opening

10

5897

589.7

... More
Providing and laying of flexible PVC pipe (conforming to IS:7634) complete including earth work as per specification and direction of the Engineer - in - charge (cost of fittings will be paid separately). a) 15 mm dia

1400

80220

57.3

... More
Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work. i) For pipes not exceeding 90 mm dia

3300

289080

87.6

... More
ii) For pipes exceeding 90mm dia but not exceeding 300mm dia.

2700

287280

106.4

... More
B) For GI/CI/DI pipes in new work. i) For pipes exceeding 90mm dia but not exceeding 300mm dia.

150

20070

133.8

... More
Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia

30

3144

104.8

... More
ii) 100 mm dia.

2

4296

2147.8

... More
Providing and fixing G.I. equal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 100 x 100 mm dia

2

2450

1225.1

... More
Providing and fixing G.I. Unequal Tee with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 100 x 80 mm dia

2

2273

1136.6

... More
Providing and fixing G.I. Reducer with the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. i) 100 x 80 mm dia

1

575

574.6

... More
ii) 125 x 100 mm dia

1

711

711.1

... More
Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia

40

3144

78.6

... More
Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. i) 15 mm dia

70

9170

131

... More
Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havells / BCH make etc. complete as per specification and direction of the Engineer-in-charge. i) 100 amps

1

10275

10274.8

... More
Providing and fitting fixing of Fully Automatic Star Delta type Motor starter ( 3 ph. 50 Hz, 415V, in Steel Sheet Enclosures with Contractors and Timer etc. complete suitable for submersible Pump L & T, BCH, ABB make as per specification and direction of the Engineer-in-charge. i) 35 HP/26 kw Relay range within 20-32 + 10%

1

27556

27556.4

... More
Providing and fitting fixing of 6 feet x 4 feet x 1 inch (thickness) Gamair wood / plywood pannel board for fitting fixing of electrical items, in/c 2 nos MS angle post ( size 2 inch x 2 inch x 9 feet ), nuts & bolts etc. for irrection of the same by 1:1.5:3 cement concrete casting (1 feet x 1 feet x 2 feet) below the ground level and painting two or more coats & plastic paint as per specification and direction of the Engineer-in-charge.

1

9372

9372.4

... More
Providing and fitting fixing with PVC insulated single core multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. i) 16 sqmm

15

5922

394.8

... More
Providing and fitting fixing of moving iron type, Range 0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

1

1135

1135.3

... More
Providing and fitting fixing of moving iron type, Range 0-100/0-200 amps, 96 mm x 96 mm size AC Amps meter direct reading type (L & T/ AE make) with selector switch and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

1

1965

1964.8

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Providing and fitting fixing of Moulded Case Circuit Breaker (MCCB) of different Thermal release range , 415 + V, 50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge. i) 63-80 Amps

1

5263

5263

... More
Providing earthing with perforated 40 mm dia G.I. pipe (Medium class) (12 mm dia perforation),laying of 4 mm dia GI wire from earth electrode to panel, including excavating hole of 600 mm dia and refilling with Salt and Charcoal / coke in alternate layers of 300 mm , as per standard specification and direction of the Engineer-in-charge. i) for 3-phase connection with 4.00 mtr. Long G.I. pipe

1

23656

23655.9

... More
Providing and fitting fixing 3 phase indicating lamp fiited with panel board with three different colour lamps with batten holder complete as per specification and direction of the Engineer-in-charge.

1

268

267.5

... More
Providing and fitting fixing heavy duty box type (Resin filled) power factor correction capacitor L & T make etc. complete as per specification and direction of the Engineer-in-charge. i) 5-15 kVAr 440 V

8

5992

749

... More
Providing and fitting fixing Single phasing preventor+selectable under voltage +selectable over voltage on delay 5 sec & off delay 15 sec phase asymmetry 10% L&T/BCH/HAVELS/Siemens etc. make complete as per specification and direction of the Engineer-in-charge.

1

2043

2043.2

... More
Providing & fabrication of column pipe including fitting fixing of G.I. flange by cutting the GI pipe ( conforming to IS : 1239 medium class ) into 3.05 mtr. long and welding the same with GI flange as per specification and direction of the Engineer-in-charge ( G.I. pipe will be provided by the agency at his own cost & risk). i) For 100 mm dia G.I. pipe with 10 mm thick GI flange

12

48541

4045.1

... More
Providing and fitting fixing of pressure meter ( 0.0 - 14.0 Kg/ sqcm.) as per specification and as per specification and the direction of the Engineer - in-charge.

1

878

878.2

... More
Providing & fitting fixing of G.I. flange ( 10 mm wall thickness ) by welding with G.I. / MS pipe and placing position as per specification and the direction of the Engineer-in-charge. i) 150 mm dia

10

6887

688.7

... More
ii) 100 mm dia

6

2972

495.3

... More
Making road crossing by horizontal boaring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and the direction of the Engineer-in-charge. A. By manual means

60

37158

619.3

... More
Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. i) 150 mm dia

6

10666

1777.7

... More
Proiding and fitting fixing of of 10000 GPH x 76 mtrs. Head water lubricated submersible pump of maximum 150 mm outer dia. with maximun 10(Ten) stages coupled with required water and non-cover loading submersible motor suitable for 340-440 volts, 3 phase 50Hz, A.C supply and star delta method of starting along with 35 mtrs. x 2 x 3 x 4 sq.mm joint less PVC 3 (three) core double length flat cable (continuous length) of suitable size fitted with submersible motor, suction case, strainer, coupling key, vertical non- return valve cum discharge case including supplying of 10 Nos. suitable cable guard with clips and nuts & bolts, 2 (two) pair M.S. column clamps as per direction of Engineer-in-charge conforming to terms & conditions of the contract (Each pump with motor shall consists of stainless stell closed type impeller , C.I. bowl, C.I discharge case, pump shaft (styainless steel), bush (bronze), shaft sleeve (bronze/ chromium), sand guard, winding rotor, stator, counter thrust plate, thrust plate, thrust bearing segment etc. conforming to relevant BIS codes of made DUKE/KSB/WPIL/CRI)

1

75074

75074

... More
Supplying ISI marked/ Taparia make tools for water scheme. i) Sly wrenches (12”)

1

174

174

... More
ii) Screw Driver

1

62

62

... More
iii) Pliers

1

132

132

... More
Supplying of armed plastic chair (Supreme/Nilkamal make) for different W/S Scheme

1

249

249

... More
Providing internal electrification of the pump house with 2(Two) light points(inside and outside) one ceiling fan point with individual switch controlled by one standard with proper earthing and complete wiring with 1.5m single core aluminium wire in/c the cost of wooden board,batten switch holders etc. complete

1

841

841

... More
Providing and fitting fixing of MS rest clamp for resting of whole assembly of the pump(550 x 100 x 10 mm)

1

450

450

... More
Supplying of plastic table(Supreme make) for water supply scheme at the work site as per specification and direction of the Engineer-in-charge

1

1320

1320

... More
Providing and fixing in position Precast RCC hydrant post of size 100 mm dia ( made with reinforced cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 fine sand : 3 graded well burnt brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars )3 nos 8 mm dia 950 mm long and 7 Nos 6 mm dia ties including plastering the surface with 6 mm thick cement mortar 1 : 3 ( 1 cement: 3 sand ) finished with a floating coat of neat cement including providing & embedding 15 mm dia G.I. pipe (medium class as per IS : 1239 ) with necessary GI fittings like 2 Nos elbow, 1 no socket, 2 nos nipple 225 mm long and fitting fixing of PVC bib cock with GI socket complete with all earth work required including refilling etc. complete as per approved drawing ( Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge.

70

120540

1722

... More
Providing and fixing in position Precast RCC platform of size 900 mm x 900 mm x100 mm with curb of size 75 x 75 mm keping an opening of 200 mm wide for surface drain of 60 cm length of size (200 mmx150 mm) in a suitable place for draining out of grey water (made with cement concrete 1:1.5:3 (1 cement: 1.5 sand: 3 graded well burnt brick aggregate 12 mm nominal size) and steel reinforcement(TMT bars ) 6 nos. 8 mm dia in both direction including plastering the exposed surface with 6 mm thick cement mortar 1:3 (1 cement :3 sand) for platform &12 mm cement plaster(1:4) (1 cement :4 sand) for surface drain finished with a floating coat of neat cement complete with all earth work required including refilling etc. complete as per approved drawing (Drawing No-06/CE/ACE/P&DU/DWS/2022-23), specification and direction of Engineer-in-charge

70

190330

2719

... More
Providing and fitting fixing of hoarding cum display board of JJM of size 8 ft. x 6 ft. (2.40 m x 1.80 m) with frame comprising of 40 mm dia GI pipe (medium class) around the board, 2 nos. 25 x 25 x 4 mm size MS vertical stiffners with equally placed and 1 no. 25 x 25 x 4 mm size MS horizontal stiffner centrally placed and 2 mm thick MS Sheet (2.40 m x 1.80 m) with necessary welding, painting, lettering and erected vertically in such a way bottom of the board shall be placed 900mm above the Ground Level with 2 nos. 40 mm dia GI pipe embedded in cement concrete block of 1:2:4 (1 Cement : 2 fine Sand: 4 graded well burnt brick aggregate 20 mm nominal size) of 300 mm x 300 mm & 900 mm total depth out of which 150 mm shall be projected over GL etc. complete as per specification and direction of the Engineer-in-Charge.

1

35562

35562

... More
Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve,with C.I. surface box 100 mm. top diameter, 160mm bottom diameter and 190 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 : (i) With Second Class bricks

3

61299

20432.9



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