Tender For Addition / Alteration To Sewage Line At Certain Locations Of Arde Pashan Pune
Tender Value
Ref. Documents
Estimated cost
Bid Submission
25 Jul 2026
20 days left
EMD
96000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Pune → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Addition / Alteration To Sewage Line At Certain Locations Of Arde Pashan Pune
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of old S.W. pipes 150 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. |
| 2 | Dismantling of old S.W. pipes 200 mm dia including breaking of joints and bed concrete and haunching, stacking of useful materials near the site within 50 meter lead and disposal of unserviceable materials into municipal dumps complete all as specified and directed. |
| 3 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. |
| 4 | Demolishing brick work built in cement mortar manually / by mechanical means including bed concrete and stacking of serviceable material and disposal of unserviceable material within 50 metres lead complete all as specified and directed by Engineer-in-charge. |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. All kind of soil. |
| 6 | Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Ordinary rock. |
| 7 | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 150mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. |
| 8 | Material and labour for supplying, jointing & laying 150mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.Note : (i) PCC shall be measured and paid separately.(ii) Contractor will provide manufactured test certificate of DWC pipe. |
| 9 | Material and labour for PCC (1:3:6) type C-2 (using 40 mm graded aggregate as in bed to drain pipe including packing under and completely surrounding pipes with concrete after they are laid and tested in pipes of 200mm dia after they are laid tested. Note : Thickness of bed below pipe shall be 10cm and width shall be outer dia of pipe 30cm. |
| 10 | Material and labour for supplying, jointing & laying 200mm (ID) bore of sewer line Double wall corrugated HDPE pipe (DWC HDPE) of stifness class designation SN8 (conforming to IS 16098 (Part 2) : 2013 (Spigot and Socket ended pipe) at site with base PCC 1:3:6, type C-2, using 40 mm graded stone aggregate including jointing with rubber gasket, by jointing jack method and duly tested the pipe line as per manufacturer instruction after laying of pipe line complete all as specified and directed by the Engineer-in-Charge.Note : (i) PCC shall be measured and paid separately.(ii) Contractor will provide manufactured test certificate of DWC pipe. |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40mm nominal size Recycled Aggregate (RA) complete all as specified and directed. |
| 12 | Material and labour for brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS : 4885) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth built in Cement mortar 1:4 (1 cement : 4 coarse sand) complete all as specified and directed. |
| 13 | Material and Labour for Rendering 15mm thick on brick or concrete surface of wall in CM (1:4) including finishing the surfaces even and smooth without using extra cement including using WPC @2% by weight of cement in MH complete all as specified and directed by Engineer-in-Charge.Note : Water Proofing Compound will be measured and paid seprately) |
| 14 | Supply only integral water proofing compound |
| 15 | Material and labour for rendering 15mm thick on brick or concrete surfaces of walls in cement mortar (1:6) including finishing the surface even and smooth without using extra cement complete all as specified and directed. |
| 16 | Supply and fixing SFRC (Steel Fibre Reinforced Concrete) manhole cover slabs of clear size 600mm x 600mm x 50mm thick of Light Duty 5 Ton load capacity as per IS 12592:2002 code specifications complete all as specified and as directed.Note : Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 17 | Supply and fixing SFRC (Steel Fibre Reinforced Concrete) manhole cover slabs of clear size 600mm x 600mm x 50mm thick of Medium Duty 10 Ton load capacity as per IS 12592:2002 code specifications complete all as specified and as directed.Note : Contractor will provide manufacturer test certificate of SFRC cover & frame. |
| 18 | Material and Labour for PCC 1:24 type B1 (using 20 mm graded stone aggregate) in coping to manholes, channel of manhole etc. including necessary form work complete all as specified and directed. |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete all as specified and directed. |
| 20 | Removing excavated / dumped material exc 1.5 Km but not exc 5 Km and depositing where directed at a level n. exc 1.50m above starting point complete all as specified and directed. |
| 21 | Providing and fixing square-mouth S.W. gully trap 100x100 mm size P type class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design complete all as specified and directed. |
| 22 | Demolition and breaking up drain PVC (SWR) pipes jointed in cement mortar/solvent, internal dia of pipe upto 160mm in any position fixed on wall or in floor at any height including necessary scaffolding if required as per direction of Engr-in-Charge complete all as specified and as directed. |
| 23 | Supply and fix 110 mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed to walls complete all as specified and as directed by Engineer-in-Charge. |
| 24 | Supply and fix 110 mm dia PVC (SWR) vent cowl fixed to PVC pipe complete all as specified and as directed by Engineer-in-Charge. |
| 25 | Material and labour for making connectin of drain or sewer line for pipes 150 to 200mm diameter 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 20mm nominal size) cement plastered on both sided with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a flaoting coat of neat cement and making necessary channels for the drain etc complete all as specified and directed. |
| 26 | Material and labour for on site LLDPE septic tank designed to carry sewage and sullage water, excavation in any type of soil, PCC 1:4:8 below foundation, vent shaft, connection, including return and dfilling and removal of surplus soil etc. complete for 25 users complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 20 daysAug 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 27 daysTender Documents
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