Tender For Laying, Jointing And Testing Of Sewer Line At Sharkaripura In Rishimandavi Zone-6.
Tender Value
83.32 Lakhs
Estimated cost
Bid Submission
20 Jul 2026
13 days left
EMD
1.66 Lakhs
Bank guarantee accepted
Document Fee
1000
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, Jointing And Testing Of Sewer Line At Sharkaripura In Rishimandavi Zone-6.
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.Bituminous Road. |
| 2 | C.C. Road. |
| 3 | Interlocking road. |
| 4 | 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.0.00m- 01.50m B.G.L. |
| 5 | 1.51m - 3.00m B.G.L. |
| 6 | 3.01m - 4.50m B.G.L. |
| 7 | 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. 90days x 2 Shift/day=180 Shift. |
| 8 | 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 complete. 300mm dia NP.3 Pipe. |
| 9 | 450mm dia NP.3 Pipe. |
| 10 | Dismantling of old existing sewer manhole/chamber and dispose dismantel material from site up to a lead of 1km from site of work including all labour T&P etc complete. |
| 11 | 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:-In base.0.00 – 01.50m |
| 12 | 1.51m - 3.00m B.G.L. |
| 13 | 3.01m - 4.50m B.G.L. |
| 14 | upper layer (after Completion of work.) |
| 15 | 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.300 mm dia.N.P.3. Pipe. |
| 16 | 450 mm dia. |
| 17 | 600 mm dia pipe |
| 18 | Carting of following size N.P.3 Sewer pipe 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.300 mm dia pipe.00.00m to 01.50m BGL. |
| 19 | 450 mm dia pipe.01.50m to 03.00m BGL. |
| 20 | 600 mm dia pipe01.50m to 03.00m BGL. |
| 21 | 600 mm dia pipe.03.01m to 04.50m BGL. |
| 22 | barricading of site. |
| 23 | 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 aftaer laying (will be takedn as one side for the purpose of payment and measurement i.e. area equals to lenght x depth of trenches). dismantled timbering material will be the property of the contractor.open timbering left in trenches (unused timbering) 0.0 - 3.00m deep. |
| 24 | 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. (Analisise of M/H attached) Manhole cover and frame supply by departmental Store.Depth=0.00 to 1.50 and size of manhole size 900mm dia Circular. Manhole cover and frame supply by departmental Store. (27589.88 - 6959.00= 20630.88). |
| 25 | Depth=0.00 to 3.00 and size of manhole size 1200mm dia Circular. Manhole cover and frame supply by departmental Store. (65861.42 - 6959.00= 58902.42). |
| 26 | Depth=0.00 to 4.00 and size of manhole size 900mm dia Circular. Manhole cover and frame supply by departmental Store. (88555.94 - 6959.00= 81596.94). |
| 27 | 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.900 mm dia pipe |
| 28 | 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.0.00 – 01.50m |
| 29 | 1.51m - 3.00m B.G.L. |
| 30 | 3.01m - 4.50m B.G.L. |
| 31 | Lighting work during work. |
| 32 | Provision for site clearance after construction period and unforeseen items. |
| 33 | Traffic divirson. |
| 34 | Repairing of water service connection damaged during laying of sewer line with material, labour, T & P, etc., all complete. |
| 35 | Repairing/shifting of damaged domestic sewer connection during work including all labour, material T&P etc complete. |
| 36 | House hold Sewerline connection work with material and Repairing of sewer service connection damaged during laying of sewer line with material, labour, T & P, etc., all complete. |
| 37 | Provision for shifting & re-instatement of utilites main water supply pipe line with all labour T&P etc complete work. |
| 38 | Provision for shifting & re-instatement of utilites electricals and telephone cable, poles, gas pipe line and other utilites etc with all labour T&P etc complete work. |
| 39 | Repair of Nala damaged at working of laying sewer line with all labour material T&P etc all complete. |
| 40 | Reinstatement of dismantled roads after filling and proper compaction as per P.W.D. specificationBituminous Road. |
| 41 | C.C. Road. |
| 42 | Interlocking road. |
| 43 | Disposal of surplus excavated earth over including loading/unloading 5% excavated earth.(1941.37 x 5%= 97.068 cum). Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysJul 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 13 daysTender Documents
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