Tender For Supplying, Laying & Jointing Of Internal Sewer Line & Sewer Connection Of Each Plot At Sector-1C In Green Field Township, Ayodhya.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Nov 2026
10 days left
EMD
2.12 Lakhs
Bank guarantee accepted
Document Fee
5310
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ayodhya → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Supplying, Laying & Jointing Of Internal Sewer Line & Sewer Connection Of Each Plot At Sector-1C In Green Field Township, Ayodhya.
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for the following depth below ground level for laying Sewers, Manholes, Gully pits, Chambers etc. in ordinary soil (Earth Sand, Loam, clay) including cutting of joints, pits trimming, dressing, leveling, refilling or trenches in 20 cm layers, watering and ramming the same and including disposal of surplus earth and other dismantled material upto a distance of 50m from centre of trenches. |
| 2 | 0.0 - 1.50 M BGL |
| 3 | 1.50 - 3.0 M BGL |
| 4 | Providing and fixing Open timbering in trenches for them following depth as per given including removal afer laying of sewer (Both sides of trenches will be taken as one side for the purpose of payment and measurements i.e. area equals to length*depth of trenches) Dismantled timbering materials will be the property of the contractor. |
| 5 | 0.0 - 3.0 M BGL |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 0.0 - 1.50 M BGL |
| 8 | 1.50 - 3.0 M BGL |
| 9 | 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 sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | 0.0 - 1.50 M BGL |
| 11 | 1.50 - 3.0 M BGL |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 13 | 0.0 - 1.50 M BGL |
| 14 | 1.50 - 3.0 M BGL |
| 15 | Supply of following dia NP-2/NP-3 Class ISI marked S&S RCC pipe including loading, unloading and cartage upto store. |
| 16 | 300 mm Dia NP-2 Class ISI marked S&S RCC Pipe |
| 17 | 300 mm Dia NP-3 Class ISI marked S&S RCC Pipe |
| 18 | 250 mm Dia NP-2 Class ISI marked S&S RCC Pipe |
| 19 | 250 mm Dia NP-3 Class ISI marked S&S RCC Pipe |
| 20 | Carting of following dia NP-2/NP-3 Class ISI marked S&S RCC pipe and specials from store to site of work, lowering the same into trenches in following depths below ground level, true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:1 cement mortor in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but excluding excavation and reffling of trenches from ground level to invert level of pipes complete as per direction of E/I. |
| 21 | 300 mm Dia NP-2 Class ISI marked S&S RCC Pipe 0.0 - 1.50 M BGL |
| 22 | 300 mm Dia NP-3 Class ISI marked S&S RCC Pipe1.50 - 3.0 M BGL |
| 23 | 250 mm Dia NP-2 Class ISI marked S&S RCC Pipe0.0 - 1.50 M BGL |
| 24 | 250 mm Dia NP-3 Class ISI marked S&S RCC Pipe 1.50 - 3.0 M BGL |
| 25 | Providing all material and construct rectanglular slab type manhole of size 0.90*1.20*2.25 M as per drawing & design.For Manhole height up to 2.25 M from IL |
| 26 | Regulation of shaft in the cost for rectangular slab type manhole of size 0.90*1.20*2.25 M as per drawing & design.(Qty. of this Item is Negative) |
| 27 | Providing all material and construct rectanglular slab type manhole of size 0.90*1.20*2.50 M as per drawing & design.For Manhole height up to 2.50 M from IL |
| 28 | Regulation of shaft in the cost for rectangular slab type manhole of size 0.90*1.20*2.50 M as per drawing & design. (Qty. of this Item is Negative) |
| 29 | Providing all material and construct square chamber of size 0.60*0.60*2.25 M as per drawing & design. For Chamber height up to 2.25 M from IL |
| 30 | Regulation of shaft in the cost for square chamber of size 0.60*0.60*2.25 M as per drawing & design. (Qty. of this Item is Negative) |
| 31 | Sewer Connection Work-Dismantling 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 : Water bound macadam road. |
| 32 | Providing all material for laying of RCC hume pipe for sewer connecting chamber to manhole of sewer line including excavation of earth for laying pipe, carting of 150 mm Dia NP-3 Class ISI marked S&S RCC pipe and specials from store to site of work, lowering the same into trenches in depths 0 to 1.50 M below ground level, true to alignment, caulking the joints with necessary spun yarn soaked in bitumen and jointing with 1:1 cement mortor in coarse sand including excavation of earth below invert level of pipe. Cost of all jointing materials, testing etc. complete but excluding excavation and reffling of trenches from ground levelto invert level of pipes complete as per direction of E/I. |
| 33 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per Clause MoRT&H 2003, 401, Sr. No.-4.1. By Mix in place method |
| 34 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in a mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. MoRT&H 2003, 406, Sr. No.-4.12 |
| 35 | Providing all material and construct square sewer connecting chamber size 0.60*0.60*0.60 M as per drawing & design. |
| 36 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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