Tender For Laying Of Strom Water Reinforced Cement Concrete Pipe Along Boundary Wall Of B.L.W C Us & Inside B.L.W C Us Varanasi
Tender Value
18.12 Crore
Estimated cost
Bid Submission
23 Oct 2026
0 days left
EMD
50 Lakhs
Bank guarantee accepted
Document Fee
59000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Varanasi → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Laying Of Strom Water Reinforced Cement Concrete Pipe Along Boundary Wall Of B.L.W C Us & Inside B.L.W C Us Varanasi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 03-Oct-2026 | Corrigendum 1 | BOQ | 23-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out and disposal of the excavated earth lead upto 50m and lift upto 1.5m, as directed by Engineer-In-charge. All kind of soil (DSR-2023,2.6.1/91) |
| 2 | For 0.00m to 1.50m |
| 3 | For 1.50m to 3.00m |
| 4 | Close timbering in trenchs including strutting, shoring and packing cavities (where required ) complete. (Measurements to be taken of the face area timbered. Depth not exceeding 1.5m (DSR-2023,2.16.1/93) |
| 5 | Close timbering in trenchs including strutting, shoring and packing cavities (where required ) complete. (Measurements to be taken of the face area timbered. Depth exceeding 1.5m but not exceeding 3m (DSR-2023,2.16.2/93) |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2023,2.27/94) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone III) derived from natural source : 4 graded stone stone aggregate 40mm nominal size derived from natural sources). (DSR-2023,4.1.4/103) |
| 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering, lead up to 50 and for all lift. (DSR-2023,2.25/94) |
| 9 | Construction of Granular sub base by providing close graded material confirming to specifications,, mixing in a mechanical mixing plant at OMC, carriage of mixed materials by tippers to work site, for all lead and lifts, spreading in uniform layers od specified thickness complete as per specifications and direction of Engineer-In-charge. With material confirming to Grade I (size range 53mm to 0.075mm) having CBR Value-25. (DSR-2023,16.78.2/259) |
| 10 | Providing and laying Non-Pressure NP-4 class (Heavy Duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1200mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.5/316) |
| 11 | Providing and laying Non-Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 1000mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.4/316) |
| 12 | Providing and laying Non-Pressure NP-4 class (Heavy Duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 900mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.3/316) |
| 13 | Providing and laying Non-Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 600mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.2/316) |
| 14 | Providing and laying Non-Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 450mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.1/316) |
| 15 | Providing and laying Non-Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete. 300mm dia. (Laying by manual / mechanical means) (DSR-2023,19.36.1/316) |
| 16 | Construction of brick masonary road gully chamber 110x50x77.5cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast R.C.C. Horizontal grating with frame and vertical grating complete as per standard design, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Rate Analysis) |
| 17 | Depth 0.00 to 1.5 m |
| 18 | Depth 1.50 to 3.0 m |
| 19 | barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS Tube posts/horizontal members/bracings coverd with 1.63mm thick MS SHEET. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making ovarall hiegt as 2.5m. MS channel ISLC 75@ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suatble arrangement shall be made to fix the barricading to avoid from overturing by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-charge whick includes writing and painting, arrangement, for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags caution tape as directed by the Engineer-in-charge. The barricading provided shall be retained in postion at site contunuously I/C shifting of barricading from one location to another location as many times as required during the execution of the entire work till its competion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (DSR-2023,16.81/259) |
| 20 | Barricading at work site with all materials T&P etc. complete. (both side) using bamboopoles, rope with red flags, glow caution board, diversion board. |
| 21 | Cutting and Restoration Cement Concrete Road where the Drain Pipe Crossing the Road. (Rate as per Varanasi Nagar Nigam) |
| 22 | Cutting and Restoration Cement Concrete Road where the Drain Pipe Crossing the Road. (Rate as per Varanasi Nagar Nigam) |
| 23 | Dismantling Bituminous Road manually/mechanical means including stacking of servicable materials and disposal of unservicable materials within 50m lead as per direction of Engineer In Charge.(JALKAL RATE) |
| 24 | Restoration work of Bituminous Road including filling WBM, watering, ramming, levelling, black top, required machinery equipment all labour, materials T&P etc complete work. (JALKAL RATE) |
| 25 | Construction of brick masonry manhole in first class brick of following types and sizes in cement mortar 1:4, P.C.C. top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including CI steps (PVC encapsulated) staggered at 0.3 m interval, P.F.R.C. arch above pipe including excavation, reinforcement and form work, P.F.R.C. storm water size (640x100 mm) heavy duty frame and cover as per standard design and drawing. (JALKAL RATE) |
| 26 | Depth=0.00 to 1.50 and size of manhole size 900mm dia Circular. |
| 27 | Depth=0.00 to 2.50 and size of manhole size 1200mm dia Circular. |
| 28 | Construction of RCC slab Culvert after cutting the Road for crossing the pipe line from road. (Analysis of Rate) |
| 29 | For Upto 1200mm dia |
| 30 | For Upto 1000mm dia |
| 31 | For Upto 600mm dia |
| 32 | Provision for inter connection in between proposed Drainage line and existing disposal point including cost of all labour material and special T&P required for connection and re-instate the same complete in all respect. |
| 33 | 600mm dia. |
| 34 | 120mm dia |
| 35 | Cartage of Excess Earth by mechanical Transport including loading, unloading and stacking upto 10 km. (DSR-2023, Carriage of Material/83)) |
| 36 | Hire chrges of Pump Set of Capacity 4000 litres per Hour. (DSR-2023, Hire Charges of Plant & Machineries (0011)/3) |
| 37 | Add for Contingencies( 5% ) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 23, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodayOct 23, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender