Municipal Corporation Tender

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Municipal Corporation Tender

Works
Civil And Construction
Drainage Work
Opening Date29 Aug 2024
Closing Date13 Sep 2024
Tender Amount₹ 55,15,243 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Reinforced Cement Concrete and prestressed Concrete

1.73

5045

2916.43

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Cutting open C.C. road surface with concrete saw cutter and removal with Breaker and tractor with 3 tonne trolly

1.28

5464

4268.93

... More
Earthwork excavation in Ordinary soil by Manual Means upto 3 m depth for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD / 304 MORTH (RBR-FNDN-1(A)) - 1 Cum

684.45

87658

128.07

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Carting away the surplus excavated earth from the work site with a lead of 1 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum.

581.34

62744

107.93

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Filling of Stone Crusher Dust for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH

457.8

308273

673.38

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Providing concrete for plain/reinforced concrete (M10) in open foundations using 20 mm Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

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-

-

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For Bed

127.65

622313

4875.15

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For Road Key Walls

164.7

879750

5341.53

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Providing concrete for plain/reinforced concrete (M20) in open foundations using 20 mm Graded hard stone aggregate , mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH.

-

-

-

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For Bed, For Walls

136.7

738530

5402.56

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Plastering in C.M (1:3) 12 mm thick including cost and conveyance of all Material, Labour for mixing Material, laying and curing etc., complete - 10 Sq.M. (BLD-CSTN-6.2)

891

361452

405.67

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VRCC M-20 Design mix (Cement: fineaggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc., complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shutteing for culvert slabs

4.46

25999

5829.34

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Providing High Yield Strength Deformed (HYSD) Fe 500 grade as per IS 1786-1979) of different diameters for RCC works , including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. ( APSS No.126)

470

43287

92.1

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Bailing out water from the pipe line trenches with oil engine driven pump sets, including hire charges, fuel charges and wages for Driver and Helper.

480

40138

83.62

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Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 / 53 grade at cement as per Clause 1501.2.2 (M30 Grade) at 400 kg per cum, coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.28 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, near approaches to bridge / culvert and construction joints, and curing of concrete slabs for 14- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD.

236.25

1645441

6964.83

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Laying of Plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 / 53 grade at cement as per Clause 1501.2.2 M30 (Grade) at 400 kg per cum, coarse and fine aggregates conforming to IS : 383, maximum 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 spreading the concrete with shovels, rakes, compacted using needle and plate vibrators and finished in continuous operation including and curing of concrete slabs for 14- days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. Culverts approaches

7.65

48025

6277.81

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Filling of Gravel for foundation trenches including cost and conveyance off all materials and all labour charges ramming,watering etc, as per drawing and technical specification in Clause 305.3.9 MORD & 304 MORTH

226.8

88638

390.82

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Cost supply and delivery of Taps materials of best quality including loading un loading transportation etc completed as per ss

-

-

-

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(a) 1/2" HDPE Pipes

150

5250

35

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(b) 4" MS Clamp

30

6000

200

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(c) 1/2" unions

30

1650

55

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(d) 1/2" GI Couplings

30

600

20

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(e) 1/2" X 2" GI Nipples

30

300

10

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(f) 1/2" X 3" GI Nipples

30

600

20

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(g) 1/2" X 4" GI Nipples

25

500

20

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(h) 1/2" X 6" GI Nipples

25

1000

40

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(i) 1/2" X 9" GI Nipples

30

1650

55

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(j) 1/2" x 1/2 reducer

30

1800

60

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(k) 1/2" u bends

30

1500

50

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Engaging of Plumber and Helper for fixing of broken taps including all labour Charges

-

-

-

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Plumbers

10

9375

937.5

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Man Mazdoors

15

10500

700

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Centering Charges for VCC vertical walls of plane surface including all type of labour charges (Open drains) for 600 mm and above.

758.4

422209

556.71

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Provision for Seignorage Charges

-

154427

-

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Provision for NAC @ 0.10%

-

5670

-

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Provision for GST @ 18%

-

1021561

-

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Provision for TPQA @ 0.749 %

-

41309

-

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Unforeseen item

-

11790

-

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TOTAL

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6750000

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