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Tender For Rerouting Of The Existing800mm Dia Water Mains At Kannan Street To Enable The Construction Of Limited Use Subway Near The Railway Level Crossing No.11-A (Lc No.11-A) At Bojaraja Nagar By Gcc In Depot-53, Area V, chennai-Tamil Nadu

Chennai Metropolitan Water Supply And Sewerage Board-CMWSSB has published Tender For Rerouting Of The Existing800mm Dia Water Mains At Kannan Street To Enable The Construction Of Limited Use Subway Near The Railway Level Crossing No.11-A (Lc No.11-A) At Bojaraja Nagar By Gcc In Depot-53, Area V. Submission Date for this Tender is 30-01-2024. Subway Tenders in chennai Tamil Nadu. Bidders can get complete Tender details and download the document.




Tender Notice

41731375
Tender For Rerouting Of The Existing800mm Dia Water Mains At Kannan Street To Enable The Construction Of Limited Use Subway Near The Railway Level Crossing No.11-A (Lc No.11-A) At Bojaraja Nagar By Gcc In Depot-53, Area V
Open Tender
Indian
Tamil Nadu
chennai
30-01-2024

Tender Details

Rerouting Of The Existing800mm Dia Water Mains At Kannan Street To Enable The Construction Of Limited Use Subway Near The Railway Level Crossing No.11-A ( Lc No.11-A ) At Bojaraja Nagar By Gcc In Depot-53, Area V

Key Value

Document Fees
Refer document
EMD
INR 75000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Rerouting of the existing800mm dia water mains at Kannan street to enable the construction of Limited use Subway near the Railway Level crossing No.11-A (LC No.11-A) at Bojaraja Nagar by GCC in Depot-53, Area V
Sl. No. Item Description
1LABOUR CHARGES
2Hiring of JCB hammer for cuttingAsphaltic concrete/ Cement Concrete.
3Supply of 800mm C.I.SPUN PIPES AS PER IS 1536/2001 (class A)
4Supply of 800mm EDPM rubber gasket.
5Making Rubber joints for C.I./D.I pipes – Labour only
6Conveying C.I. pipes of diameter for 500mm dia and above upto 1200mm dia from the site of stacking to the site of constructions including earthwork excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with small size boulders and hard gravelly soil depositing the earth on banks with initial lead of 10 metres and initial lift of 2m, timbering the trenches, pumping out subsoil water, lowering the pipes into the trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth, etc., complete, for 1.0 metre (800mm dia @ 3.0m depth)
7Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40x40x4 mm angle for outer frame supports, 25 x 25 x 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting, welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing "METRO WATER" & work detail/ caution sign, providing necessary interlocking arrangements with adjoining units, fixing danger flags, danger lights, reflectors, fixing stickers etc, including watching during night and placing the barricading units as directed at the sites
8Hire charges for submersible pumpsets (20 Hp).
9For running hours
10Supply,Conveying and fixing specials like “C.I.Tee” Branches, Bends and tapers including earthwork excavation as per schedule No.1.1. at any depth
11800mm diaC.I 45 deg bend
12800mm diaflange spigot
13800mm diaflange socket
14600mm/ 800mm diaflanged taper
15Supply, conveying and fixing the C.I. collars including earth work excavation as per schedule No.1.1
16800mm dia MJ collar
17Supply of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1 WITH ISI MARKING, conveying and fixing sluice valves with tail pieces including fixing the surface boxes/valves, covers.
18600mm sluice valve
19Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS638(1979) and M.S. bolts and nuts of IS 1364-1 (2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete
20800 mm dia C.I/ D.I Double flanged pipes and specials
21Cutting C.I.mains (Labour only)
22800mm dia
23Providing and laying, spreading and compacting graded stone aggregrats to Wet mix M20 grade (100mm thick) specification including pre mixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base corse on well prepared and compacting with vibratory roller to achive the desired density including cost of material, labour charges, rentals for machineary fuel and other incidential charges etc., complete as per clause of 406 of MORTH Rev 5
24Construction of thrust blocks using Cement Concrete 1:3:6 ,40mm B.G.jelly for Plain Cement Concrete
25800mm diaC.I 45 deg bend
26Construction of chamber for 600mm dia.sluice valve including providing and fixing FRC cover and frame of size 60 x 60cm for size 2.5 x 2.5 x 3 m
27Sub Total (excluding GST)
28GST @18%
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