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Construction / Repairing Of Different Primary Valve Chambers At Various Locations Of Rising Main Tappings Under Ee (Enm) Hp-Ii, Delhi-Delhi

Delhi Jal Board-DJB has published Construction / Repairing Of Different Primary Valve Chambers At Various Locations Of Rising Main Tappings Under Ee (Enm) Hp-Ii. Submission Date for this Tender is 03-10-2023. Building Work Tenders in Delhi Delhi. Bidders can get complete Tender details and download the document.




Tender Notice

39845606
Construction / Repairing Of Different Primary Valve Chambers At Various Locations Of Rising Main Tappings Under Ee (Enm) Hp-Ii
Open Tender
Indian
Delhi
Delhi
03-10-2023

Tender Details

Construction / Repairing Of Different Primary Valve Chambers At Various Locations Of Rising Main Tappings Under Ee ( Enm ) Hp-Ii

Key Value

Document Fees
INR 500 /-
EMD
INR 18200.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction / repairing of different primary valve chambers at Various locations of Rising main tappings under EE (E&M) HP-II
Sl. No. Item Description
1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
2Demolishing cement concrete manually/ by mechanical means including disposal of materialwithin 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
3Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
4Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
712 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
8Neat cement punning.
9Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
10Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : Red sand stone slab 40 to 50 mm thick
11Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)
12Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars
13Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even afterfixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
14Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approvedquality EHD - 35 Circular shape 560 mm internal dia
1515 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
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