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Tender For Storm Water Drainage Crossing Including Sluice Valve Across Left Side Embankment D S Shariefabad Steel Bridge At Rd 9900Mtr, narbal-Jammu And Kashmir

Irrigation And Flood Control Department-IFCD has published Tender For Storm Water Drainage Crossing Including Sluice Valve Across Left Side Embankment D S Shariefabad Steel Bridge At Rd 9900Mtr. Submission Date for this Tender is 11-05-2023. Sluice Valve Tenders in narbal Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

37407794
Corrigendum : Tender For Storm Water Drainage Crossing Including Sluice Valve Across Left Side Embankment D S Shariefabad Steel Bridge At Rd 9900Mtr
Open Tender
Indian
Jammu And Kashmir
narbal
11-05-2023

Tender Details

Storm Water Drainage Crossing Including Sluice Valve Across Left Side Embankment D S Shariefabad Steel Bridge At Rd 9900Mtr

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-May-2023 Notice.. Date 11-05-2023

Key Value

Document Fees
INR 300 /-
EMD
INR 4960.0 /-
Tender Value
INR 2.48 Lakhs /-

BOQ Items

Name of Work: Storm water drainage crossing including sluice valve across left side embankment D/S Shariefabad Steel bridge at RD 9900mtrs.
Sl. No. Item Description
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
2Providing and laying non-pressure NP2 class (light duty) R.C.C. Pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. Complete 2.1)600 mm dia. R.C.C. Pipe
3Supply of Stone boulder (nallah) nominal size 225 mm
4Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
5Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m in all kinds of soil:
6Manufacturing, fabricating and providing of MS pipe fabricated out of 6mm thick MS Sheet ( Tail Piece).
7Providing and fixing of pre fabricated MS flange of required dia with necessary nuts and bolts (400mm dia).
8Fixing of sluice valve and tail piece in RCC pipe and providing necessary arrangements during installation complete job 400mm dia. Including loading / unloading and all carriages from Divisional store upto site of installation(complete job).
9Carriage of materials from source to actual site of work by Mechanical Transport including loading, unloading and stacking. 9.1)Stone Solingfrom Avg. lead of 18 Kms.
1020 mm aggregate fromavg lead of 18 Kms
11sand from avg lead of10 Kms
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