Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date26 Jul 2024
Closing Date17 Aug 2024
Tender Amount₹ 72,42,907 
Notes
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Costs

Summary

Jjm Scheme In North Tripura District During The Year 2024-25

Description

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BOQ Items

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4.1.5 )1:3:6 ( 1 Cement: 3 fine sand : 6 graded stone aggregate 20 mm nominal size)

3.85

40697

10570.6

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Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-

-

-

-

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1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

8.03

113069

14075.6

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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 centring, shuttering, finishing and reinforcement-

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-

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1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

11.95

185236

15502.2

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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 centring, shuttering, finishing and reinforcement-

-

-

-

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1:1:2 ( 1 Cement: 1 fine sand : 2 graded stone aggregate 20 mm nominal size)

8

126231

15780.9

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.20.4 Thermo-Mechanically Treated bars of grade Fe-500D or more

3800

394820

103.9

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

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-

-

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5.8.1.1 Foundations, footings, bases for columns etc. for mass concrete with timber plank

3.52

1175

333.9

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

104.49

51837

496.1

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

27.08

15628

577.1

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6 mm cement plaster of mix :

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-

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

131.57

23183

176.2

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12.5 Neat cement punning

131.57

7473

56.8

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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.

-

-

-

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100 mm dia Ductiile iron class k-7 pipes

6

11167

1861.1

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

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-

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ii). 100 mm dia

2

187

93.7

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

-

-

-

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100 mm dia

5

494

98.8

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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.

-

-

-

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100 mm dia.

-

-

-

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PN - 1.6

2

11122

5561.1

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

-

-

-

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D.I. Flanged Socketted tail piece

-

-

-

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100 mm dia

2

3722

1861.2

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D.I. Flanged Spigotted tail piece

-

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-

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100 mm dia

2

4098

2048.9

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Finishing walls with textured exterior paint of required shade of approved brand and manufacture [Payment shall be made after submission of Test Certificate issued by the Manufacturer] : 12.40.1 New work ( two or more coats applied @ 3.28 litre/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm

62.16

16746

269.4

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

31.08

47661

1533.5

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12 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

31.08

6968

224.2

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15 mm cement plaster of mix a) In cement mortar 1 : 4 ( 1 cement : 4 fine sand )

31.08

8099

260.6

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Providing and fixing in position 1mm thick M.S. sheet sliding-shutters with frame and diagonal braces of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junction and corners 25mm dia pulley, 40x40x6mm angle and T-iron guide sufficiently long at the top and bottom respectively, channels & with bolts, nuts, rivets, locking arrangement, stoppers, handles, hold fast 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.

4.92

27638

5617.5

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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

3.5

6222

1777.7

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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

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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

30

11844

394.8

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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. ii) 35 HP/26 kw Relay range within 20-32 + 10%

1

27556

27556.4

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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

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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. Iv) 63-80 Amps

1

5263

5263

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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) as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

2

2270

1135

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Providing and fitting fixing of moving iron type, Range 0-100/0200 amps, 96 mm x 96 mm size AC Amps meter direct reading type ( L & T / AE make) and CT coil as a electrical instrument of the pannel board as per specification and direction of the Engineer-in-charge.

2

3930

1964.8

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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

213

212.8

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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

1

573

572.7

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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. ii) for 3-phase connection with 4.00 mtr. Long G.I. pipe

1

23656

23655.9

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Providing and Installation of Providing & installation and commissioning of 76.00 mtr head water lubricated submerssible pump with 3 Ph , 415 V AC motor with star delta connection upto the depth of 100 ft by GI pipe ( conforming to IS : 1239 medium class ) with tailpiece as required welded with GI flange in/c providing fitting fixing by necessary rubber washer, nuts & bolts, MS safety clamp etc. as per required size and making necessary electrical connection with main switch / starter with motor in/c commissioning & trial run as per direction of the Engineer-in-charge (pump, motor with cable will be issued by the Department at free of cost but G.I. pipe of medium class for column assembly will be supplied by the agency at his cost). i) 2500 GPH capacity with 50 / 65 mm dia G.I. pipe and 10 mm thick GI flange

1

79755

79755

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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 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.

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-

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For UPVC pipes in new work a. In all kinds of soil

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-

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For pipes not exceeding 90 mm dia

100

8760

87.6

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

100

10640

106.4

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B. For G.I. / C.I. / D.I. pipes in new work a. In all kinds of soil

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-

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

1750

234150

133.8

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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.

-

-

-

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Class - 3 ( working pressure 6.0 kg / cm2)

-

-

-

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90 mm OD

100

27140

271.4

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110 mm OD

100

37210

372.1

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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.

-

-

-

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ii. 100 mm dia Ductile Iron Class K-7 pipes.

1750

3256925

1861.1

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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 chapter 20 of CPWD specification and direction of the Engineer - in - charge.

-

-

-

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ii. 100 mm dia

363

34013

93.7

... More
Providing and fixing DI specials as per chapter 20 of CPWD specification and direction of the Engineer - in - charge.

-

-

-

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D.I. all socketted tee

-

-

-

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100 x 100 x 100 mm dia

2

5927

2963.3

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J) D.I. Flanged Socketted tail piece

-

-

-

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100 mm dia

4

7445

1861.2

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K) D.I. Flanged Spigotted tail piece

-

-

-

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100 mm dia

4

8196

2048.9

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A. D.I. all socketted Bend 90 degree

-

-

-

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ii. 100 mm dia

4

8669

2167.3

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B. D.I. all socketted Bend 45 degree

-

-

-

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ii. 100 mm dia

4

8323

2080.7

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Providing and fixing CI SLUICE valve with cap complete with bolts, nuts, rubber insertions etc (the tail piece if required will be paid separately) as per chapter 20 of CPWD specification and direction of engineer in charge

-

-

-

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iii. 80 mm dia.

-

-

-

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A. PN-1.6

4

17279

4319.7

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iv. 100 mm dia.

-

-

-

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A. PN-1.6

4

22244

5561.1

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Providing and fixing C.I double action air valve of approved quality with nuts, bolts, rubber insertion complete etc. as per chapter 20 of CPWD specification and direction of engineer in charge(the tailpiece, tapper etc. if required will be paid separately.

-

-

-

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iii) 100 mm dia.

2

20635

10317.3

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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.

-

-

-

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ii) 100 mm nominal bore

2

15010

7504.9

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Providing and fixing G.I union as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

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i) 15 mm Nominal bore

70

9170

131

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32 mm dia

10

3871

387.1

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40 mm dia

15

5807

387.1

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50 mm dia

15

7358

490.5

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65 mm dia

10

8165

816.5

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Providing and fixing G.I socket as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

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25 mm dia

50

4510

90.2

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32 mm dia

60

91404

1523.4

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40 mm dia

60

8016

133.6

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50 mm dia

60

10110

168.5

... More
65 mm dia

60

12798

213.3

... More
Providing and fixing G.I. Nipple of medium class as per CPWD specification and direction of the Engineer - in -charge.

-

-

-

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ii. 15 mm dia 150 mm long

50

3430

68.6

... 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.

-

-

-

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i)15 mm dia

120

12576

104.8

... More
32 mm dia

10

2345

234.5

... More
40 mm dia

10

3434

343.4

... More
50 mm dia

10

4949

494.9

... More
65 mm dia

8

9784

1223

... More
Providing and fitting fixing of G.I flange (10 mm wall thickness) by welding with G.I/MS pipe and placing position as per specification and direction of the E-I-C

-

-

-

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80 mm dia

360

158544

440.4

... More
Providing and fixing of brass ferrule with C.I cover conforming t o IS 2692 in/c boring and tapping the main as per chapter 20 of CPWD specification and direction of the engineer-in-charge.

-

-

-

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a) 15 mm nominal bore.

10

3827

382.7

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Providing and fixing UPVC service saddle as per chapter 20 of CPWD specification and direction of the engineering in charge

-

-

-

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v. 90 mm dia with 15 mm dia opening

10

4477

447.7

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viii. 110 mm dia with 15 mm dia opening

10

5282

528.2

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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, 160 mm 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 : A). With 2nd class bricks

2

40866

20432.9

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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. External work.

-

-

-

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80 mm dia nominal bore

1000

1021900

1021.9

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i) 65 mm dia. nominal bore

350

290500

830

... More
ii) 50 mm dia. nominal bore

400

261560

653.9

... More
iii) 40 mm dia. nominal bore

250

137275

549.1

... More
iv) 32 mm dia. nominal bore

100

47780

477.8

... More
iv) 15 mm dia. nominal bore

100

25400

254

... More
Providing and laying of flexible PVC pipe(conforming to IS:7634) complete including earth work as per specification and direction of the E-I-C.( cost of fittings will be paid seperately).

-

-

-

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i) 15 mm dia

500

28650

57.3



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