Tender For Operation Maintenance Cleaning And Repair Work Of Sewer Lines In Preet Vihar Housing Scheme For One Year
Tender Value
31.27 Lakhs
Estimated cost
Bid Submission
25 Apr 2025
0 days left
EMD
1.56 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
hapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Operation Maintenance Cleaning And Repair Work Of Sewer Lines In Preet Vihar Housing Scheme For One Year
BOQ
| Sl. No. | Item Description |
| 1 | Desilting of chocked sewer manhole 4.50 to 7.50mt deep & removing the plug & taking out of debris/mud & slit rubbish from chocked sewer manhole of heavily charged sewer & safo disposal of silt with in municipal limit incl opening & cleaning the line from mud & silt complete with supply of all materials, man power, Inbour T&P etc. from site of work incl removal of all hindrences obstructions, unforseen lems complete with all respect. (a) Upto 3 mt |
| 2 | (b) 3.00-4.50 mt |
| 3 | Desilting/cleaning of following dia chocked sewer line by super sucker machine & removing out debries/mud & silt rubbish from chocked line of heavily charged sewor line & safe disposal of silt with in municipal limit incl opening & cleaning the line from mud & silt complete with supply of all materials, man power, labour T&P etc. from site of work incl removal of all hindrences obstructions, unforseen lems complete with all respect.(A) 250mm dia |
| 4 | (B) 350mm dia |
| 5 | Excavation for depth upto 1.5 MBGL for laying sewer line,manhole, gully traps etc. in ordinary soil (loam, clay& sand) i/c cutting of joints pits, trimming, dressing. levelling & refilling of trenches in 20 cm layers, watering sand ramming the same i/c removel of surplus earth or other dismentled materials, upto a distance of 50M from the center of trenches. (a) 0-1.5 MBGL |
| 6 | Cement concrete with 4 cm gauge approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials. Tabour, tools & plants etcc required for proper completion of the work. bedding of RCC pipes, including cost of form work in the trenches |
| 7 | Supply, Carting Laying & Jointing of NP-2 RCC Hume pipewith collars jointed still mixture 1:2 all jointing materials, testing etc, complete. A. 150 mm dia pipe. (108X0.781/100XRs.493.10) |
| 8 | 250 mm dia NP-2 RCC hume pipe(108X0.781/100XRs.811.15) |
| 9 | 300 mm dia NP-2 RCC hume pip(108X0.781/100XRs.902.05) |
| 10 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design: 19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty. HD-20 grade designation) 560 mm internal diameter con- forming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately):With Sewer bricks conforming to IS: 4885(108X0.781/100XRs.11666.90) |
| 11 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 ce-ment: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately): 19.11.1.1 With common burnt clay F.P.S. (non modular) 19.11.1.2 With Sewer bricks conforming IS 4885 (108X0.781/100XRs.22463.90) |
| 12 | Supply of Sweepar |
| 13 | 560mm dia cover with out frame (Heavy duty)(108X0.781/100XRs.5100) |
| 14 | M-150 Brick work in 1:4 ( 1cement 4 coarse sand) in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. |
| 15 | 12mm thick plaster with cement and coarse sand in 1:4 overbrick work minimum thickness not to be less than 10mm thick including supply of all materials, labour and T & P etc.required for proper completion of the work. |
| 16 | RCC work in 1:1.5.3 cemente sand & tone grit in skabs. |
| 17 | M.Stor Steel or plain in work such as R.CC work. |
| 18 | 560mm dia cover with frame (Heavy duty) |
| 19 | Pumping out sewer line caused by spring ,tidal or river seepage. broken sewer line or drain or well point pumping and the like |
AI Tender Summary
Tender Timeline
Apr 15, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedApr 25, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 25, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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