Bruhat Bengaluru Mahanagara Palike Tender

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The BBMP has issued a formal invitation for competitive bids for the Bruhat Bengaluru Mahanagara Palike project, for Improvements To Roads And Drains At Gubbalala In Ward No 203 Subramanyapura in Bengaluru Urban, Karnataka, with an estimated contract value of Rs. 21,17,172. The bid opening date for this tender is 28-11-2024 and the last date for bid submission is 05-12-2024. Interested bidders for Bruhat Bengaluru Mahanagara Palike tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Bruhat Bengaluru Mahanagara Palike - BBMP Tender

Works
Civil And Construction
Drainage Work
Opening Date28 Nov 2024
Closing Date5 Dec 2024
Tender Amount₹ 21,17,172.85 
Notes
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Costs

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BOQ Items

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015 - Lead for disposal of earth shall be payable at Carriage rates (Lead & Lift) by mechanical means including loading and unloading up to 15kms.

197.4

250

49389.48

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017 - Plain cement Pavement quality M30 grade concrete (RMC) with OPC and GGBS laid without paver. Construction of un-reinforced Plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg m3 and GGBS @ 90Kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 coarse aggregates and fine aggregate confirming to IS: 383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead and lift, loading charges as per specification & direction of Engineer incharge of the work. (Groove cutting shall be paid seperately) (P.No.51,I.No.6.6, Vol.3)

71.55

7451

533147.67

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013 - Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock pilling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (PWD SR 2023-24 of Vol -3, Page No.12, I No.2.19 )

55.65

619

34464.045

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003 - Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (P.No.17,I.No.6.33, Vol.2 )

121.6

1354

164658.56

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010 - Providing and fixing pre cast solid cement concrete kerb stones made out of M20 witht top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including formwork,curing, including cost of all materials, labhour, hire charges of machinery, loading, unloading, lead and lift, trasportation etc., complete. as directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)

702.2222

573

402443.54282

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004 - Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge( VOL-II,P.No-44, I.No.8.19.1-SRB-2023-24)

152

280

42636

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005 - Providing and laying in position cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20mm nominal size graded crushed coarse aggregates.(P.No.15,I.No.2.1.6, Vol.1)

14.25

6867

97859.025

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007 - Providing one line dressing to granite stone slab/granite stone masonry as per specifications. as directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)

51.3

176

9028.8

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009 - Providing and fixing precast reinforced cement concrete covering slabs of 10cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)

90

1701

153153

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008 - Providing Machine Cutting edges to BS slab 2.5 cms wide as per specifications. (only chamfered length shall be recorded) inclusive of all Taxes complete. as directed by the Engineer in Charge of the work (Excluding of GST & Area Loading charges) (Approved Rate Analysis copy enclosed)

285

88

25080

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001 - Removing and Refixing of drain covering slabs (B.S Slab or RCC Slab 10cms) and Pointing in CM (1:3) (Approved Rate Analysis copy enclosed)

222.3

204

45482.58

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011 - Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre as per specifications and as per directions of Engineer in charge. (P.No.51, Sl.No.8.55.2, Vol.2)

112

58

6529.6

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016 - Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(P.No.49,Sl.No.6.1,Vol.3)

71.55

5412

387228.6

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012 - Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.(P.No.66,Sl.No.8.10,Vol.3)

112

119

13428.8



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