Tender For Supply & Laying Of Old Damage Sewer Line Dia 250Mm Np3 Pipe From Ishwargangi Maidan K.67/150 To K.67/148 K.67/131 To K.67/136 To K.67/34 To K.67/45,49 To K.67/78,K.67/55-A K.67/62 To K.67/71,70 To K.67/97 & K.6/150 To K.56/49,50 , K.56/32
Tender Value
53.80 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
13 days left
EMD
1.08 Lakhs
Bank guarantee accepted
Document Fee
3000
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 Supply & Laying Of Old Damage Sewer Line Dia 250Mm Np3 Pipe From Ishwargangi Maidan K.67/150 To K.67/148 K.67/131 To K.67/136 To K.67/34 To K.67/45,49 To K.67/78,K.67/55-A K.67/62 To K.67/71,70 To K.67/97 & K.6/150 To K.56/49,50 , K.56/32 To K56/28 Near Ishwargangi Pond In Ishwargangi Ward -73.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of roads for laying of sewer including sorting out and stacking of serviceable materials and disposal of unserviceable materials up to a distance of 50m.Stone Patiya/interlocking |
| 2 | Excavation by manually or mechanically up to following depths below G.L. for laying sewer line, in ordinary soil (earth, sand, loam & clay) including cutting of joints pits ramming dressing, levelling by manually or mechanically, refilling of trenches in 20cm layer watering and ramming the same including removal of surplus earth or other dismantled material up to a distance of 50m from the centre of trenches. (Excavation for Manhole is included in manhole item and not to be paid under this item) 00.00m – 01.50m B.G.L. |
| 3 | 01.51m – 03.00m B.G.L. |
| 4 | Bailing out or pumping out water / liquid mud during trench excavation. This includes providing necessary fuel, labour T&P etc. required for proper running of well point equipment of required capacity for lowering the water table during excavation and laying of sewers. Excavation of trenches only. |
| 5 | Dismantling of old existing sewer, and removal of material by mechanical transport up to a lead of 100m from site of work including all material labour T&P etc complete200 mm internal diameter S.W. |
| 6 | 250 mm internal diameter NP3 |
| 7 | Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing through 10mm sieve and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for: 0.00 -1.50m |
| 8 | 1.51 – 03.00m |
| 9 | Providing and conveying to site RCC pipes with sulphate resistant cement of following class (with s/s ends) and diameter as per IS: 458 - 2003 (Amended up to date) including all taxes (Central and Local) with Rubber gaskets as per (EPDM/SBR) for sewer lines as per IS: 5382-1985 or (Amended up to date), including cost of Rubber gaskets, labour required, transportation, loading, unloading & stacking etc.(excluding cost of laying, jointing, testing and commissioning). The pipe shall be ISI marked.250 mm internal diameter NP3 |
| 10 | 300 mm internal diameter NP3 |
| 11 | Carting of following size R.C.C pipe (NP3 Class, socketed/ spigoted) rubber ring joined and special from store to the work lowering the same into the trenches true to alignment including excavation of earth below invert level of pipe, cost of all jointing materials, testing, commissioning etc. complete but excluding excavation and refilling of trenches from ground level to the invert level of pipe. 250 mm dia pipe |
| 12 | 300 mm dia pipe |
| 13 | MANHOLES-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, RCC arch above pipe including excavation, reinforcement and form work, RCC heavy duty frame and cover as per standard design and drawing.Depth =0.60-1.20 m & Type A1 |
| 14 | Depth =1.21-1.50 m & Type A2 |
| 15 | Depth =1.51-1.65 m & Type A3 |
| 16 | Depth =1.66-2.00 m &Type B1 |
| 17 | Depth =2.01-2.30 m & Type B2 |
| 18 | Depth =2.31-3.00 m & Type C1 |
| 19 | Provision for inter connection in between proposed sewer 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. 250 mm dia pipe |
| 20 | 300 mm dia pipe |
| 21 | Provide and fix open timbering (covering 1/3rd of surface area by plank in trenches for the following depths below G.L. consisting of 40mm thick approved country wood plank for poling board 125x75mm Indian Sal wood wallers and 100mm diameter Sal wood ballies for shuttering at 1.50m c/c including removal after laying ( will be taken as one side for the purpose of payment and measurement i.e. area equals to length x depth of trenches). dismantled timbering material will be the property of the contractor. 00.00m – 03.00m B.G.L. |
| 22 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 10km. from the site of work and including watering, dressing, etc. rate to include the cost of all materials, labour, T&P etc. required for proper completion of work. |
| 23 | Carting and recarting of excavated earth where sufficient width of road is not available for stacking of excavated earth average lead 250m. |
| 24 | Lighting work during work in night. |
| 25 | Provision for site clearance after construction period and unforeseen items. |
| 26 | Repairing of water service connection damaged during laying of sewer line with material, labour, T & P, etc., all complete. |
| 27 | Repairing of sewer service connection damaged during laying of sewer line with material, labour, T & P, etc., all complete. |
| 28 | Repairing of Unforseen Item, power cable,water line ,communication cable damaged during laying of sewer line with material, labour, T & P, etc., all complete. |
| 29 | BARRICADING :- Providing and erecting temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, The barricading provided shall be retained in position at site continuously 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 completion. The barricading shall not be removed without prior approval of Engineer-in-Charge. |
| 30 | Reinstatement of dismantled roads after filling and proper compaction as per PWD specificationsupply & fixing of foundation / innogration head stone ( granite black stone) with all matt ,lab, T&P etc complete. |
| 31 | providing GSB in road restoration |
| 32 | Stone Patiya/interlocking Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 21, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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