Corporation Of Chennai Tender
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Corporation Of Chennai Tender
Eprocure
Opening Date19 Dec 2018
Closing Date30 Jan 2019
Tender Amount₹ 14,67,36,575
Costs
EMD
₹ 14,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CoC_115299_1Bid Award Id
ViewTender No
S.W.D.C.No. B3/3750-4/2018Tender Authority
Corporation Of Chennai ViewPurchaser Address
-Website
http://http://www.chennaicorporation.gov.in/
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Documents
BOQ Items
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Supplying and erecting centering and soffits including supports and shuttering upto 3m high for plane surface such as side slabs of RCC boxing and similar vertical RCC slab etc. with all cross bracings using mild steel sheets of size 90x60 cm and 10 gauge stiffened with welded mild steel angles of size 25x25x3 mm for boarding laid over Oak (country wood) joists of size 10x6.5cm spaced at about 90 cm centre to centre and supported by casuarina props of 10 to 13 cm dia spaced at 75 cm centre to centre etc. complete
29000
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Supplying and placing of Ready Mix M25 Graded of Concrete confirming to IS 456:2000 for Reinforcement Cement Concrete Structural elements under controlled water cement ratio using 20 mm and down graded machine broken granite stone jelly including transportation and pumping excluding cost of centering and shuttering and reinforcement but including curing, finishing etc as directed by the Engineer
3500
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Supplying and fabricating RTS / TMT STEEL rods including cutting, bending hooks, cranking, fabricating, assembling and laying in exact position,typing with soft steel wire 16 gauge ,etc., complete conforming to IS 1786:2008. Qty as per Cast in situ concrete @ 145 Kg/m³
520000
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Total:Supplying and fixing of composite Fibreglass reinforced polymer manhole door with cover 600 mm dia (cirucular) Heavy Duty (20 - MT) load capacity of approved brand confirming to BSEN – 124:2015. Product shall have top abrasion resistant layer of decorative grey granite finish confirming to test performed as per IS – 15658:2006. It shall also confirm “Permanent Set” criterion as per BSEN-124. Product should be tested in NABL accredited test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in SS 304 socket type with key hole.
585
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Total:Supplying and fixing of composite Fibreglass reinforced polymer manhole door with cover 900 mm dia (cirucular) Heavy Duty (20 - MT) load capacity of approved brand confirming to BSEN – 124:2015. Product shall have top abrasion resistant layer of decorative grey granite finish confirming to test performed as per IS – 15658:2006. It shall also confirm “Permanent Set” criterion as per BSEN-124. Product should be tested in NABL accredited test lab for load capacity and permanent set. The lifting arrangement should have an insert of 5mm in SS 304 socket type with key hole.
190
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Suppying of Cast Iron Manhole Steps confirming to IS 5455
4600
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Providing Silt Catch Pit: construction of cast-in-situ Silt Catch Pit of inner size 600 x 600 x 600 mm including necessary earth work excavation, providing foundation in PCC 1:5:10 under walls 150 mm thick with RCC cast in situ wall of size 150 mm in RCC 1:1.5:3 (M20) including fixing FRP Grating Cover with frame of size 700 mm x 700 mm x 40 mm (Clear opening 600 x 600 mm) - 10MT completing the finishing work etc.
260
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Providing catch pit with Rainwater Harvesting arrangements according to Drawing Nr. 5.1: Construction of cast-in-situ Silt Catch Pit with Rain Water Harvesting Structure of inner size 600 x 600 x 600 mm including necessary earth work excavation, providing foundation in PCC 1:5:10 under walls 150 mm thick and fixing vertical grating of size 600 mm length x 155 mm height and 30 mm thick on the storm water drain mouth, with RCC cast in situ wall of size 150 mm in RCC 1:1.5:3 (M20) including fixing FRP Grating Cover with frame of size 700 mm x 700 mm x 40 mm (Clear opening 600 x 600 mm) - 10MT completing the finishing work etc., cost per each number. Using Hand Bore Set drilling of bore hole of 300 mm dia upto 4.35 m depth including shifting of the hand bore from one place to another place within 5 km and filling 200 mm dia PVC perforated pipe 4kg/cm2 with 40 mm HBG metal in.
150
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Providing sunken well according to Drawing Nr.5.2: Construction of cast-in-situ RCC M20 well ring of inner size 1200 mm dia and wall thickness of 150 mm including necessary earthwork and SFRC perforated 12 holes 50 mm dia manhole door 600 mm dia. Using Hand Bore Set drilling of bore hole of 300 mm dia upto 3.6 m depth including shifting of the hand bore from one place to another place within 5 km and filling 200 mm dia PVC perforated pipe 4kg/cm2 including vent cowl with 40 mm HBG metal in. Connecting 150 mm dia PVC pipe from the storm water drain to the sunken well.
10
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Surface reinstatement shall be carried out with M10 PCC 20 cm thick for base.
2300
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Surface reinstatement shall be carried out with M20 PCC 20 cm thick for finishing.
2300
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Extra cost for moulding for Pre-cast RCC drains
1300
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Refilling with excavated earth in regular layers of 15 cm thick each including carefully ramming watering consolidating etc. complete for foundation and basement.
11000
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Carting away the surplus earth/debris to a lead of 12 km including Loading, unloading and dumping in the Corporation Land as directed during execution
8900
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Supplying of 110 mm dia PVC pipe with ISI Monogram (working pressure 6 kg/cm2) for damage in handling for sewer line
781
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Supplying of 20 mm dia PVC pipe with ISI Monogram (working pressure 10 kg/cm2) for damage in handling for water line
781
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Supplying of 160 mm dia PVC pipe with ISI Monogram (working pressure 6 kg/cm2) for safeguarding utilities cables
390
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Providing Iron Barricading of size 2m width and 1 m height with 40mm dia MS Tubular pipe for vertical supports on both sides and three lines of barricading with 25mm size MS tubular pipe and 2 x 1m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining units and placing the barricading units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.
7800
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Hire charges for Dewatering - Diesel Pumpset above 3HP to 7.5 HP with fuel and crew charges including transportation
7800
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Providing temporary access for entering the houses and premises
7200
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Trench shoring
12700
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Out fall 7 - Construction of outfall according to drawing Nr. 4.6 including earth works, concrete reinforncement and levelling off the existing ground
1
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Out fall 7 - Supply and installation of gabion mattresses including filling with stones and earth work according to drawing Nr.4.6
1
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Picking existing black top surface - 2 to 10 cm thick including all labour charges
10
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Earth work excavation in all soils and sub soils for foundations excluding refilling with initial lead of 10 m and lift of 2 m.
350
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Refilling with excavated earth in regular layers of 15 cm thick each including carefully ramming watering consolidating etc. complete for foundation and basement.
150
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Carting away the surplus earth/debris to a lead of 12 km including Loading, unloading and dumping in the Corporation Land as directed during execution
200
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3 - Trench shoring
10
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Providing Iron Barricading of size 2m width and 1 m height with 40mm dia MS Tubular pipe for vertical supports on both sides and three lines of barricading with 25mm size MS tubular pipe and 2 x 1m M.S. Sheet with name board of size 0.60 x 0.45 m size M.S.sheet (20 gauge) including Cutting, Welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality with fixing of indication with reflecting stickers and necessary interlocking arrangements with adjoining units and placing the barricading units as directed at the site for a period of 28 days. The M.S. Sheet barricading is a temproray barricading and can be removed and reused after the completion of work in a particular stretch.
10
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Hire charges for Dewatering - Diesel Pumpset above 3HP to 7.5 HP with fuel and crew charges including transportation
10
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Providing temporary access for entering the houses and premises
2
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Surface reinstatement shall be carried out with M10 PCC 20 cm thick for base.
2
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Surface reinstatement shall be carried out with M20 PCC 20 cm thick for finishing.
2
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Supply and installation of Stormwater Storage Box/cell of size 800 mm* 800 mm * 660 mm or 800 mm* 800 mm * 360 mm
200
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3- Supply and installation of geo-textile for soakaway
300
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3-Supply and installation of geo-membrane for retention
300
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Rainwater Harvesting with Storage Blocks according to Drawing Nr. 5.3-Supply and installation of 300 mm dia PVC pipe
5
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