Municipal Affairs Department Tender

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Municipal Affairs Department - MAD Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date10 Jan 2025
Closing Date27 Jan 2025
Tender Amount₹ 37,14,320 
Notes
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Costs

Description

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BOQ Items

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Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including (a) Depth of excavation not exceeding 1,500 mm. 1000.00X 3.00 X 1.50 = 450.Cum

450

119

53671.5

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Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound. 450.00 -300.00=150.00 Cum

150

166

24900

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Filling in foundation or plinth by Silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) 100.00X3.00X0.25 =75.00 Do fine sand

75

1317

98785.5

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Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion Qty. 100.00 X 0.319=31.90 Cum

32

4761

152352

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Hire and labour charges for 5 cm. thick close timbering with planks battens,runners struts etc. complete removing them incl. penetration of shoring as perdirection of the Engineer-in-Charge. (Vertical surface of contact area withsupporting earth to be measured, payment for penetration will not beallowed) a) Beyond 1.0 M. upto 2.0 M trench width. depth upto 6.00 M below G.L. 100.00X1.5X2.00=300 Sqm

300

727

218100

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Cost of Spigot/socket type of pipe with rubber gasket 13. 300 mm dia.

6

2242

13452

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Laying of R.C.C pipe with spigot ….socket/roll on jointed pipe,lowering the same into the trench laying on the bed in trenches in prescribed g). A) class NP-3 pipe 0) 300 mm dia. 05.00X03.00=15 Mtr

15

169

2535

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Cost of Spigot/socket type of pipe with rubber gasket 13.2 600 mm dia. (100/2.5) =40Nos.

40

13298

531920

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Laying of R.C.C pipe with spigot ….socket/roll on jointed pipe,lowering A) class NP-3 pipe o) 600 mm dia. (1 X 100) = 100 Mtr.

100

659

65900

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Construction of manhole with chamber of sie as given below as per requirement without shan with cement brick work ( 1:4 ) over 150mm Depth of invert shall be between 1.25 m and 1.80 m below G.L. ) (d) Above 900 mm to 1200 mm dia having internal size ( 1500x1600mm )

4

36700

146800

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Construction of gullypit 1100mmX625mm. inside measurement and depth of invert 1500mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed thick neat cement in the inside of walls and invert including supplying, fitting and fixing R.C.P.C. gully grid (15-M.T.load bearing capacity) and 225 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing .

5

23005

115025

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Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

120

388

46560

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils property over the flank as necessary or on berm (a) Depth up to 150 mm (100 X 3) = 300Sqm.

300

14

4320

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm (b)For each additional Depth of 150mm and part thereof. (100 X 3.00 ) = 600 Sqm.

300

19

5700

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Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading (iii) Grading – III 100.00 x3.00 x 0.2 = 60 Cum

60

2085

125143.2

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Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and ). 100.00 x3.00 x 0.2 = 60 Cum

60

2382

142957.2

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Prime Coat Providing and applying primer coat with Cationic Bitumen Emulsion of (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) 100.00 x3.00= 300 sqm

300

28

8673

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Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface (i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) 100.00x6= 600sqm

600

9

5616

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Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 (ii) Using Drum mix Type HMP of minimum capacity 60-90 TPH. for grading 1 100.00x6x0.1= 60 Cum

60

6240

374415.6

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Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved (ii) 50 mm thickness

800

832

665712

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Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2) (a) Vertical kerb stone. (Cement- 1.25 Kg/M) Qty. 2.00 X 100.00=200 Mtr.

200

31

6200

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Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2) (a) Flat stone. (Cement- 1.25 Kg/M) Qty. 2.00 X 100.00=200 Mtr.

200

49

9800

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Providing and fixing at or near ground level precast cement concrete in kerbs (size: 410 mm x 310 mm x width 150 mm at bottom with circular nosing at top) (Nano kerb) of cement concreat M25 Grade without reinforcement, fixing as per approved pattern and setting in with earth duly compacted and curing the morter joints for atleast 3 days including cost and carriage of all materials complete. Qty. 200.00X40%=80 Mtr.

80

955

76400

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Supplying & laying ornamental Cement Concrete road channel (300mm X 300mm X100) mm of M-25grade, concrete on 150 mm thick foundation concrete of m15 having 50mm projection beyond kerb stone all complete as median as per direction of EIC. (Analysed) (1 X 200.00X 60%) = 120 Mtr.

120

558

67052.4

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Scraping of moss, blisters etc.thoroughly from exterior surface of walls necessitating the use of scraper, wire brush etc.(Payment against this item will be made only when this has been done on the specific direction of the Engineer-in-charge) 100.00x0.39=78 sqm

78

7

546

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Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative In Ground Floor: (a) One Coat 200.00x0.39=78 sqm

78

31

2449.2

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Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of a) Normal Acrylic Emulsion 200.00x0.39=78 sqm

78

67

5226

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Add GST@18% on Sl. No. 1 to 30

1

560981

560981.45

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Add labour cess @1% on Sl. No. 1 to 31

1

36775

36775.45



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