Municipal Corporation Tender
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Municipal Corporation Tender
Civil And Construction
Drainage Work
Opening Date17 Feb 2024
Closing Date24 Feb 2024
Tender Amount₹ 78,43,870
Costs
EMD
₹ 78,439Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
723478Tender No
ET NO.126/2023-24 ITEM NO 01Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://http://www.gunturcorporation.org/
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Documents
BOQ Items
Earthwork excavation in Ordinary soil by Mechanical 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(B)) - 1 Cum
539.64
69112
128.07
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.
427.02
46088
107.93
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
216.69
145914
673.38
Providing, laying, spreading and compacting graded HBG Crushed stone aggregate to Wet mix macadam specification including cost, seigniorage of all material and including premixing the material with water at OMC in mechanical mixer Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in base course on well prepared surface and compacting with Vibratory roller of 8 to 10 to achieve the desired density etc., as directed by the Engineer-in-Charge and as per MORTH & H Specification for finished item of work. (RBR-SBBS-11)
321.97
701937
2180.13
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.
-
-
-
For Drains bed
95.22
464212
4875.15
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.
-
-
-
For Drains bed and walls
336.42
1817530
5402.56
Centering Charges for VCC vertical walls of plane surface including all type of labour charges (Open drains) for 600 mm and above.
1862.4
1036816
556.71
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
18.2
106094
5829.34
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)
1820
167622
92.1
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.
720
60207
83.62
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
31.5
197752
6277.81
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
371.88
2590081
6964.83
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
250.44
97877
390.82
Cost supply and delivery of Taps materials of best quality including loading un loading transportation etc completed as per ss
-
-
-
1/2" HDPE Pipes
175
6125
35
4" MS Clamp
35
7000
200
1/2" unions
35
1925
55
1/2" GI Couplings
35
700
20
1/2" X 2" GI Nipples
35
350
10
1/2" X 3" GI Nipples
35
700
20
1/2" X 4" GI Nipples
35
700
20
1/2" X 6" GI Nipples
35
1400
40
1/2" X 9" GI Nipples
30
1650
55
1/2" x 1/2 reducer
30
1800
60
1/2" u bends
30
1500
50
Engaging of Plumber and Helper for fixing of broken taps including all labour Charges
-
-
-
plumbers
12
11250
937.5
man mazdoors
18
12600
700
Provision for Seignorage Charges
-
219627
-
Provision for NAC @ 0.10%
-
8063
-
Provision for GST @ 18%
-
1452881
-
Provision for TPQA @ 0.749 %
-
58751
-
Unforeseen item
-
16808
-
TOTAL
-
9600000
-
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