Tripura Jal Board Tender

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Tripura Jal Board Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date18 Oct 2024
Closing Date15 Nov 2024
Tender Amount₹ 5,25,59,813 
Notes
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Costs

Summary

Construction Of 1.50 Lakh Gallon Capacity Rcc Over Head Reservoir Ohr

Description

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BOQ Items

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slop, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

-

-

-

... More
i. with fine sand obtained from local qaurry.

-

-

-

... More
a. For Over Head TanK

22.43

1177

26409

... More
b. For Surface Drain

0.27

1177

320

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level:

-

-

-

... More
i) 1 : 3 : 6 ( 1 cement : 3 fine sand : 6 graded well burnt brick aggregate of 20 mm nominal size)

-

-

-

... More
a. For Over Head TanK

22.43

10570

237120

... More
b. For Surface Drain

0.41

10570

4323

... More
ii) 1:2:4: (1 cement : 2 fine sand : 4 graded well burnt brick aggregate of 20 mm nominal size)

-

-

-

... More
a) For base of duckfoot bend

1.09

11355

12423

... More
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level. i) 1 : 1: 2 ( 1 cement : 1. fine sand : 2 graded stone aggregate of 20 mm nominal size)

169.6

14075

2387222

... More
Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and skirting courses, fillets, colounns, pillars, piers, abutments, posts and struts etc.upto floor five level excluding cost of centring, shuttering, finishing and reinforcement.

-

-

-

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b) in plinth & skirting courses, fillets, columns, pillars, post & struts

-

-

-

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ii. 1 : 1 : 2 ( 1 cement : 1 fine sand : 2 graded stone aggregate of 20 mm nominal size)

126.79

15502

1965446

... More
Extra for R.C.C/B.M.C/R.M.C work above floor V level for each four floors or part thereof.

128.02

406

52003

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- a) RCC work in work in beams, lintels, bands, plain window sills, staircases and spiral staircases excluding precast spiral staircase.

-

-

-

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i) 1 : 1: 2 ( 1 cement : 1. fine sand : 2 graded stone aggregate of 20 mm nominal size)

68.32

15780

1078151

... More
Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more then 150 upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- i) 1 : 1 : 2 ( 1 cement : 1. fine sand : 2 graded stone aggregate of 20 mm nominal size)

27.18

16184

439897

... More
Reinforcement for RCC works including straightening, cutting, bending all complete upto plinth level i) Thermo-mechanically treated bars of grade Fe-500 D or more

15774

103

1638919

... More
Reinforcement for RCC works including straightening, cutting, bending all complete above plinth level i) Thermo-mechanically treated bars of grade Fe-500 D or more

47098

103

4893482

... More
Extra for providing and mixing water proofing materials in cement concrite work in doses by weight of cement as per manufacturer's specification

1561

77

121290

... More
Centering shuttering including strutting, propping etc. and removal of form work for :

-

-

-

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i) Foundations, footings, bases for column s etc. for mass concrete with steel form work

32.04

401

12856

... More
ii) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.

413.34

499

206422

... More
iii) Domes upto 6.0 m span

209.2

1099

229908

... More
iv)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

394.26

496

195592

... More
v) Spiral staircases (including landing) cast in situ with ply

56.61

554

31389

... More
vi)Suspended floors ,roofs, landings, balconies and access platform with MS plates & props

38.74

710

27531

... More
vii)Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.

399.53

647

258656

... More
Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc including cost of de-shuttering and decentring at all levels, over a hright of 3.5m, for every additional height of 1 metre or part thereof: Suspended floors, roofs, roof, landing, beams and balconies (Plan area to be measured).

-

-

-

... More
Columns, Pillars, Piers, Abutments, Posts and Struts with M.S. shutters.

-

-

-

... More
3.5m - 4.5m

22.62

267

6049

... More
4.5m - 5.5m

22.62

534

12097

... More
5.5m - 6.5m

22.62

802

18146

... More
6.5m - 7.5m

22.62

1069

24194

... More
7.5m - 8.5m

22.62

1337

30243

... More
8.5m - 9.5m

22.62

1604

36292

... More
9.5m - 10.5m

22.62

1871

42340

... More
10.5m - 11.5m

22.62

2139

48389

... More
11.5m - 12.5m

22.62

2406

54437

... More
12.5m - 13.5m

22.62

2674

60486

... More
13.5m - 14.5m

22.62

2941

66534

... More
14.5m - 15.5m

22.62

3208

72583

... More
15.5m - 16.5m

22.62

3476

78632

... More
16.5m - 17.5m

22.62

3743

84680

... More
20.5m - 21.25m

1.44

4813

6931

... More
i) Lintels, beams, plinth beams, girders, bressumers and cantilevers with shuttering ply.

-

-

-

... More
5.5m - 6.5m

33.72

802

27046

... More
8.5m - 9.5m

33.72

1604

54092

... More
11.5m - 12.5m

33.72

2406

81139

... More
14.5m - 15.5m

33.72

3208

108185

... More
18.5m - 19.5m

56.54

4278

241901

... More
19.5m - 20.5m

64.55

4545

293431

... More
22.5m - 23.5m

45.96

5348

245794

-

-

-

... More
15.5m - 16.5m

9.18

3476

31912

... More
16.5m - 17.5m

45.9

3743

171831

... More
17.5m - 18.5m

11.47

4011

46006

... More
22.5m - 23.5m

21.63

5348

115677

... More
23.5m - 24.5m

86.52

5615

485844

... More
24.5m - 25.5m

21.63

5882

127245

... More
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply

-

-

-

... More
14.5m - 15.5m

9.54

3208

30612

... More
15.5m - 16.5m

47.7

3476

165815

... More
16.5m - 17.5m

62.08

3743

232403

... More
17.5m - 18.5m

79.67

4011

319556

... More
18.5m - 19.5m

79.67

4278

340860

... More
19.5m - 20.5m

35.85

4545

162967

... More
Spiral staircases (including landing) cast in situ with ply (waist slab)

-

-

-

... More
3.5m - 4.5 m

1.56

267

417

... More
4.5 m - 5.5 m

1.56

534

834

... More
5.5 m - 6.5 m

1.56

802

1251

... More
6.5 m - 7.5 m

1.56

1069

1669

... More
7.5 m - 8.5 m

1.56

1337

2086

... More
8.5 m - 9.5 m

1.56

1604

2503

... More
9.5 m - 10.5 m

1.56

1871

2920

... More
10.5 m - 11.5 m

1.56

2139

3337

... More
11.5 m - 12.5 m

1.56

2406

3754

... More
12.5 m - 13.5 m

1.56

2674

4171

... More
13.5 m - 14.5 m

1.56

2941

4589

... More
14.5 m - 15.5 m

1.56

3208

5006

... More
15.5 m - 16.5 m

1.56

3476

5423

... More
Spiral staircases (including landing) cast in situ with ply (riser)

-

-

-

... More
3.5m - 4.5 m

2.2

267

588

... More
4.5 m - 5.5 m

2.2

534

1177

... More
5.5 m - 6.5 m

2.2

802

1765

... More
6.5 m - 7.5 m

2.2

1069

2353

... More
7.5 m - 8.5 m

2.2

1337

2941

... More
8.5 m - 9.5 m

2.2

1604

3530

... More
9.5 m - 10.5 m

2.2

1871

4118

... More
10.5 m - 11.5 m

2.2

2139

4706

... More
11.5 m - 12.5 m

2.2

2406

5295

... More
12.5 m - 13.5 m

2.2

2674

5883

... More
13.5 m - 14.5 m

2.2

2941

6471

... More
14.5 m - 15.5 m

2.2

3208

7059

... More
Spiral staircases (including landing) cast in situ with ply (landing)

-

-

-

... More
3.5m - 4.5 m

0.47

267

126

... More
4.5 m - 5.5 m

0.47

534

251

... More
5.5 m - 6.5 m

0.47

802

377

... More
6.5 m - 7.5 m

0.47

1069

503

... More
7.5 m - 8.5 m

0.47

1337

628

... More
8.5 m - 9.5 m

0.47

1604

754

... More
9.5 m - 10.5 m

0.47

1871

880

... More
10.5 m - 11.5 m

0.47

2139

1005

... More
11.5 m - 12.5 m

0.47

2406

1131

... More
12.5 m - 13.5 m

0.47

2674

1257

... More
13.5 m - 14.5 m

0.47

2941

1382

... More
14.5 m - 15.5 m

0.47

3208

1508

... More
15.5 m - 16.5 m

1.08

3476

3754

... More
Suspended floors ,roofs, landings, balconies and access platform with MS plates & props

-

-

-

... More
23.5m - 24.5m

14.63

5615

82153

... More
24.5m - 25.5m

3.14

5882

18472

... More
Providing and fixing steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. complete as required. i) In grating, frames, guard bar, railing brackets, gates & similar works all complete.

778

142

110709

... More
Providing and fixing hand rail using structural steel etc. of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete as required. i. GI pipes

436

173

75428

... More
First class brick work in foundation and plinth including cost of all materials as required complete:-

-

-

-

... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).

-

-

-

... More
For Surface Drain and Chamber

10

9845

98452

... More
Half brick masonry work with first class bricks in foundation and plinth including cost of all materials as required complete:-

-

-

-

... More
In cement mortar 1:4 ( 1 cement : 4 fine sand ).

-

-

-

... More
For Surface Drain

16.14

1311

21172

... More
Providing and laying cement concrete 1:2:4 ( 1 cement : 2 fine sand : 4 graded stone 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. i) 40 mmthick (in side of drain)

5.38

614

3305

... More
6 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete. i) Cement mortar 1:3 ( 1 cement : 3 fine sand )

1715.99

185

318660

... More
Extra for plastering exterior walls of height more than 10 m from GL for every additional height of 3 m or part thereof complete

-

-

-

... More
a) upto 10m - 13m

115.9

47

5540

... More
b) 13m - 16m

115.9

95

11080

... More
c) 16m - 19m

154.84

143

22204

... More
d) 19m - 22m

356.31

191

68126

... More
e) 22m - 25m

271.29

239

64839

... More
f) 25m - 26.77 m

121.74

286

34916

... More
Extra for plastering i) In spherial ceiling

428.18

95

40763

... More
12 mm cement plaster in single layer including cost of materials required and finishing even and smooth and curing complete.

-

-

-

... More
i) In cement mortar 1:5( 1 cement : 6 fine sand )

-

-

-

... More
For Surface Drain

29.59

214

6332

... More
Neat Cement Punning

-

-

-

... More
For over head Tank

398.89

56

22657

... More
For Surface Drain

49.59

56

2817

... More
Finishing walls with acrylic smooth exterior 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 @ 1.67 litre/10 sqm) over and including priming coat of exterior primer applied @2.20 kg/10 sqm

1380.22

160

222078

... More
Painting with synthetic enamel paint of approved brand 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 and manufacture

52.62

154

8124

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

218.27

894

195199

... More
Providing & fixing of lighting arrestor of approved specification i/c necessary earthing arrangement and direction of the Engineer-in-charge.

1

4465

4465

... More
Providing and fitting fixing of water level indicator in over head tank of approved quality and make as per direction of the Engg-in-Charge.

1

1220

1220

... More
Providing and laying Doubled flanged ( Screwed / Welded ) Centrifugally cast ( Spun ) Ductile Iron pipes of class K-9 conforming to IS:8329 as per CPWD specification and direction of the Engineer - in - charge.

-

-

-

... More
a) 400 mm dia Ductile Iron Double Flanged

25

13700

342513

... More
b) 300 mm dia Ductile Iron Double Flanged

25

9372

234303

... More
c) 250 mm dia Ductile Iron Double Flanged

60

7491

449478

... More
d) 200 mm dia Ductile Iron Double Flanged

25

5061

126533

... More
Providing and fixing CIDF Butterfly valve with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer - in - charge. ( The tail pieces, tappers etc if required will be paid separately )

-

-

-

... More
a) 400 mm dia

1

106481

106482

... More
b) 300 mm dia

1

51383

51383

... More
c) 250 mm dia

2

45946

91892

... More
d) 200 mm dia

1

33951

33951

... More
Providing and fixing C.I. non-return valve of approved quality as per chapter 20 of CPWD specification and direction of the Engineer-in-charge i) 250 mm nominal bore

1

34152

34152

... More
Providing and laying flanged C.I. standard specials such as tees, bends, collars, tappers, caps etc. Suitable for flanged jointing as per IS: 1538 as per CPWD specification and direction of the Engineer-in-charge. a) upto 300 mm dia

0.45

150451

68004

... More
Providing and fixing DI specials as per CPWD specification and direction of the Engineer-in-charge.

-

-

-

... More
A. D.I.all socketted Bend 90 degree

-

-

-

... More
300mm dia

2

13047

26095

... More
250mm dia

1

8714

8715

... More
B. D.I.all socketted Bend 45 degree

-

-

-

... More
300mm dia

1

10791

10792

... More
250mm dia

1

7731

7732

... More
G. D.I. Collar flanged socketted

-

-

-

... More
300mm dia

1

8163

8163

... More
250mm dia

1

5982

5982

... More
H. D.I. Double Socketted duck foot bend

-

-

-

... More
200 mm dia

1

9342

9343

... More
250 mm dia

2

15178

30357

... More
F. D.I. all socketted tee

-

-

-

... More
i)300 x 300 x 300 mm dia

2

17176

34353

... More
ii) 250 x 250 x 250 mm dia

2

12582

25166

... More
iii) 200 x 200 x 200 mm dia

2

8674

17349

... More
I. D.I. Double socketted tapper

-

-

-

... More
i)300 x 250 mm dia

1

7945

7946

... More
Providing flanged joints to double flanged C.I / D.I. pipes and special including testing of joints as per CPWD specification and direction of the Engineer -in -charge.

-

-

-

... More
a) 300 mm dia

4

666

2665

... More
b) 250 mm dia

10

648

6486

... More
c) 200 mm dia

5

442

2211

... More
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.

-

-

-

... More
a) 300 mm dia

6

362

2174

... More
b) 250 mm dia

6

267

1604

... More
c) 200 mm dia

6

220

1321

... More
Providing and applying Dr.Fixit Pidifin 2K acrylic cementitious, elastomeric water proof mixing of 2 component i.e. 10kg powder and 5 ltr. Liquide under continuous stirring and apply 2(two) coat and above to the concrete surface, first coat will be apply vertically, allow to dry 4-6 hour and 2nd coat will be horizontally, immediate after 2nd coat of Pidifin 2k sprinkle the sand to provide key for subsequent plaster coat to the wall surface uniformly complete as per direction of the Eng-in-charge.

910

465

423250

... More
Excavating trenches of required width for pipes, cables etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm 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 works:- a. In all kinds of soil B)For G.I. / C.I. / D.I. pipes in new work ii) For pipes exceeding 90 mm dia but not exceeding 300 mm dia

25

133

3345

... More
Dismantling of flexible pavements and disposal of dismantled materials with all lifts and aa lead. Stacking serviceable materials and un serviceable materials separately as per MORT&H Technical specification clause-202 By manual Means

-

-

-

... More
Bituminous Courses

38.2

1001

38238

... More
Granular Courses

202.8

696

141149

... More
By mechanical Means Bituminous Courses

18.5

318

5894

... More
Dismantling of cement concrete pavements by mechanical means using pnumatic tools, breaking to pieces not exceeding 0.02 cum in volme and stock piling at designated locations and disposal of dismantled materials with all lifts and all lead , stacking serviceable material and unserviceable materials separately as per MoRT&H Technical Specification clause 202. (A) upto full depth of concrete

52.3

1349

70553

... More
Dismantling of Brick soling, stacking serviceable materials and un serviceable materials separately with all lifts and all lead . By manual means as per MORTH Technical specification

91.94

859

78995

... More
Excavating trenches of required width for pipes, calbes etc. including excavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500mm (slope - 1 in 200) including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layer not exceeding 200mm 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. For UPVC/PPR/HDPE pipes in new work. In all kinds of soil

-

-

-

... More
For pipes not exceeding 90mm dia

3400

87

297840

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

620

106

65968

... More
For G.I. / C.I. / D.I. pipes in new work In all kinds of soil For pipes exceeding 90mm dia but not exceeding 300mm dia

4710

133

630198

... More
Providing and laying S&S Centrifugally Cast (Spun) Ductile Iron Class K-9 Pipes conforming to IS : 8329 as per CPWD specification aand direction of the Engineer - in - charge.

-

-

-

... More
150mm dia ductile iron class K-9 pipes.

100

2772

277220

... More
200mm dia ductile iron class K-9 pipes.

450

3407

1533375

... More
250mm dia ductile iron class K-9 pipes.

500

5036

2518300

... More
300mm dia ductile iron class K-9 pipes.

400

6296

2518520

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

-

-

-

... More
150mm dia ductile iron class K-7 pipes.

2360

2602

6140720

... More
200mm dia ductile iron class K-7 pipes.

500

3348

1674300

... More
300mm dia ductile iron class K-7 pipes.

400

5548

2219200

... More
100mm dia ductile iron class K-7 pipes.

800

1861

1488880

... More
Providing and fixing C.I. double action air valve of approved quality with bolts, nuts, rubber insertions etc. complete as per CPWD specification and direction of the Engineer-in-charge. (The tail pieces, tapers etc. if required will be paid separately)

-

-

-

... More
50mm dia

2

6489

12979

... More
80mm dia

2

7853

15707

... More
100mm dia

2

10317

20635

... More
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 300mm dia

0.8

238571

190857

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

0.5

222193

111097

... More
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 EPDM rubber gasket as per specification and direction of the Engineer - in - charge

-

-

-

... More
150mm dia

255

144

36848

... More
200mm dia

255

220

56126

... More
250mm dia

73

267

19513

... More
300mm dia

128

362

46374

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

-

-

-

... More
150mm dia

25

185

4630

... More
200mm dia

15

246

3704

... More
250mm dia

5

308

1543

... More
300mm dia

4

370

1482

... More
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)

-

-

-

... More
150mm dia - PN 1.6

10

8238

82386

... More
200mm dia - PN 1.6

6

16789

100735

... More
250mm dia - PN 1.6

1

27918

27918

... More
300mm dia - PN 1.6

4

34336

137346

... More
Filling in trenches as per drawinmg & MoRT&H techinical specification clause 305.3.9 Sand filling

450

1168

525600

... More
Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment / subgrade, replacement by suitable soil, which will be paid separately as per MoRD technical specification clause 303.5.2

450

58

26415

... More
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.

-

-

-

... More
15mm nominal bore

500

382

191350

... More
20mm nominal bore

50

423

21180

... More
25mm nominal bore

50

533

26675

... More
Providing and fixing GI fullway valve as per CPWD specification and direction of the Engg-in-Charge.

-

-

-

... More
15mm nominal bore

500

215

107500

... More
20mm nominal bore

50

277

13885

... More
25mm nominal bore

50

342

17100

... More
Providing and fixing U.P.V.C. Service saddle as per CPWD specification and direction of the Engineer- in - charge.

-

-

-

... More
90mm dia with 15mm dia opening

350

447

156695

... More
90mm dia with 20mm dia opening

50

463

23190

... More
90mm dia with 25mm dia opening

50

482

24145

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

50

528

26410

... More
110mm dia with 20mm dia opening

50

537

26850

... More
110mm dia with 25mm dia opening

50

553

27655

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

-

-

-

... More
15 mm dia

3000

57

171900

... More
20 mm dia

200

65

13180

... More
25 mm dia

200

74

14940

... More
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver finisher in sub - base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H Technical Specification Clause 406.

352.8

6750

2381647

... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

912.3

52

47896

... More
Providing and applying tack coat with bitumen emulsion (RS-1)using emulsion pressure distributor at the rate of 0.2 kg/sqm on the prepared bituminous/granular surface cleaned with hydraulic broom as per MoRT&H Technical Specification Clause 503.

912.3

17

15783

... More
Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and MoRD Technical Specification Clause 1501.

74.16

11980

888504

... More
Flat Brick soling Providing and laying flat brick soling layer on prepared subgrade according to lines, grades and cross section shown on the drawing, filling joints with earth free from clay with plasticity index not exceeding 6, watering and rolling the same with thre wheeled road roller 80 - 100kN as per MoRD Technical Specification Clause 412.

1586.6

579

918800

... More
20mm thick open - Garded Premix Carpet using Bitumen emulsion as per MoRD technical specification Providing, laying and rilling of open - graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using emulsion to required line, grade and level tp serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller caapcity, finished to reuired level and gardes to be followed by seal coat of either Type A or Type B or Type D as per MoRD Technical Specification Clause 508.

912.3

355

324688

... More
Seal Coat Providing and laying seal coat Sealing the volds in a Bitunminous surface laid to the specified levels grade and aoss fall using Type A seal coats as per MoRD Technical Specification Clause 510 Type A (i) Bitumen of VG -30

912.3

152

138943

... More
Taking out existing CC interlocking paver blocks Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

500

69

34950

... More
Laying old cement concrete interlocking paver blocks Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old cc paver blocks shall be supplied by the department free of cost).

500

171

85850

... More
60 mm thick factory made c.c interlocking paver block of M -30 Grade Cement concrete 1:2:4 in pavements, laid to required slope and camber in panels Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of sand, filling the joints with fine sand etc. all complete as per specification and approval/ direction of the Engineer-in-charge.

450

1208

543780

... More
Supplying and installation of 450 m3 /Hr (1.00 lakh) GPH x 65mt.head water lubricated vertical turbine pump with 110KM/150HP motor set of JYOTI/KIROSKAR/WPIL/GRW or equivalent make u to required depth with flanged type colume pipe with necessary assembly spare parts in/c as perrequired size and makig necessary electrical connection with main switch/starter with motor in/c cdommissoing & trial run as per direction of the Engg-in-charge.

1

2423965

2423965

... More
Providing and fitting fixing of GRW/Kirloskar/Worthington make Vertical Turbine Pump Motor set for Clear Water Reservoir in W.T.P (Model No- GRV-6112/6) having capacity 227 m3/Hr (50000 GPH capacity (90 HP), 75 mtr. Head, Liquid Handled- Clear water, Specific Gravity-I.00, Type of Lubrication- Self Water, Pump Speed-1470 RPM in/c VHS Type Motor, Jyoti make, Rating - 67 KW, Rated Speed (SYNCHRONOUS)- 1500 RPM, Supply Voltage 415 ± 10% Volt, Supply Frequency - 50 Hz ± 5% required connection to existing pipe line in/c making necessary electrical connection of the Engg-in-charge.

1

1207365

1207365



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