Tender For Special Repairs To Sewage Lines Of Main Hospital Building Of Aicts Pune Under Ge (S) Pune
Tender Value
48.17 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
13 days left
EMD
96340
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 Special Repairs To Sewage Lines Of Main Hospital Building Of Aicts Pune Under Ge (S) Pune
BOQ
| Sl. No. | Item Description |
| 1 | Demolition and breaking up RCC, SWG drain pipes set in cement mortar for the following sizes and removing debris from the site complete all as directed by Engr-in-Charge :- |
| 2 | (a) 150 mm bore |
| 3 | (b) 200 mm bore |
| 4 | (c.) 300mm bore |
| 5 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes, Septic Tank , Soakage well etc and getting out in in Soft/loose soil complete all as specified and directed. |
| 6 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes, Septic Tank, Soakage well etc and getting out in in Hard/dense soil complete all as specified and directed. |
| 7 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, manholes, Septic Tank, Soakage well etc and getting out in in Soft disintegrated Rock complete all as specified and directed. |
| 8 | Excavation in trenches above but exc 1.5m depth and n. Exc 3.0mtr in depth for foundations, manholes, Septic Tank, Soakage well etc and getting out in in Hard Rock complete all as specified and directed. |
| 9 | Excavating over area n. exc 1.5m deep and getting out Hard/dense soil complete all as specified and directed. |
| 10 | Excavating over area n.exc 1.5m deep and getting out Soft/disintegrated rock complete all as specified and directed. |
| 11 | Excavating over area exc 1.5m deep and n.exc 3.00m deep and getting out Hard rock complete all as specified and directed. |
| 12 | S&F 150mm dia HDPE DWC (Double Wall corrugated) pipe, class SN8 ante rodent laid and jointed including with all fitting and fixture with neessary solvent and mechanical / manufacture instruction process as complete all as specified and directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water is the responsibility of contractor and the rate for the same is deemed to be included in the contract) |
| 13 | All as per item 9 above but for 200mm dia. Pipe |
| 14 | All as per item 9 above but for 300mm dia. pipe |
| 15 | M&L for Cement Concrete 1:4:8, Type D-2, ( using 40mm graded Stone aggregate) as in concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed for 150mm dia pipe. |
| 16 | All as per item 12 above but for 200mm dia. |
| 17 | All as per item 12 above but 300mm dia. |
| 18 | M&L PCC (1:4:8) type D-2 (40mm graded stone aggregate) as in foundations, filling in mass concrete etc complete all as specified and directed. |
| 19 | Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm in soil complete all as specified and directed. |
| 20 | Removing the excavated surplus soils exc 250mtr but not exc 500m and depositing where directed at a level n.exc 1.5 mtr above the starting point complete all as specified and directed. |
| 21 | M & L for Pre-Cast solid cement concrete block masonary with solid block, exc. 10 cm width and setting in mortar CM (1:4), Type B1, (1:2:4) (20mm graded stone aggregate , complete including demolition of existing PCC block wall all as specified & directed by Engr-in-Charge. |
| 22 | M&L for brick work with fly ash Bricks straight or curved on plan exec 6 mtr mean radius with moduler bricks in CM 1: 6 including Dismantling of existing wall complete all as specified and directed. |
| 23 | M&L PCC (1:2:4) type B-1 using 20 mm stone graded aggregate as in benching to MH and coping etc complete all as specified and directed. |
| 24 | Extra forming fair finished drain or channel inner girth n.exc 30 CM in cement, concrete using extra cement including forms, moulds, mitred/stopped ends etc complete all as specified and directed. |
| 25 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc complete all as specified and directed. |
| 26 | Rendering 15mm thick in cement mortar 1:4 on brick surfaces finished even smooth with spong finish duly mixed with integral water proofing compound as per manufacturers instrucitons. (Note :- WPC shall be measured and paid separately) |
| 27 | Supply only integral water proofing compound |
| 28 | Demolition and breaking of Rainwater pipes AC /CI/PVC set in cement mortar or adhensive all as directed of 75mm to 110 mm dia complete all as specified and directed. |
| 29 | S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall or laid in floors/in earth of 110 mm dia. Note : Rate quoted shall deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for elevated height upto 12 mtr height building complete all as directed by Engineer-in-Charge. |
| 30 | All as per item No 26 but 75mm dia. |
| 31 | S&F PVC (SWR) bends plain 110 mm bore complete all as specified and directed. |
| 32 | S&F PVC(SWR) bends plain 75mm bore complete all as specified and directed. |
| 33 | S&F PVC (SWR) bends with oval access door of 110 mm bore complete all as specified and directed. |
| 34 | S&F PVC (SWR) bends with oval access door of 75 mm bore complete all as specified and directed. |
| 35 | S/F PVC SWR Branch piece single (Single Y) equal or unequal 110mm dia with door access complete all as specified and directed. |
| 36 | S/F PVC SWR Branch piece single (Single Y) equal or unequal 75 mm dia with door access complete all as specified and directed. |
| 37 | S&F PVC (SWR) of 110mm dia junction single (single 'T') equal or unequal with door access complete all as specified and directed. |
| 38 | S&F PVC (SWR) of 75mm dia junction single (single 'T') equal or unequal with door access complete all as specified and directed. |
| 39 | M&L for applying three coats of white washing on new plastered surfaces of walls complete all as spd and directed. |
| 40 | M&L for precast factory made manhole cover of medium duty, area of each cover n.exc 0.75 Sqm, 100 mm thick with SFRC concreting including grove and hook arrangement for lifting and placing in position and sides covered by MS sheet with necessary collars all as specified and directed. |
| 41 | Ditto item No. 37 but area not exc 0.36 sqm for gully trap covers slab |
| 42 | M&L for cloured Machine pressed precast concrete interlocking paver block tiles M-35 of 60 mm thick any shape and size confirming to IS 15658-2006 glossy finish as in floor / pavement incl laid over 30 mm thick stone dust cushioning and demolition of old tiles complete all as specified and directed. |
| 43 | M&L for precaste coloured chequered cement concrete tiles rubber mould, glossy finish of size 300 x 300 x 25 mm thick machine pressed set jointed and pointed with grey cement and pigmenrt in floor and cut and polished including 20 mm thick screed bed in cement motar 1:4, including dismantling of existing Tile, complete all as specified and directed. |
| 44 | M&L for 75 mm thick Cement concrete type C1, 1:3:6 (using 20 mm graded aggregate)as in hard standing flooring/ Plinth protection Finish even & smooth with extra cement complete all as specified and directed. |
| 45 | M&L for PCC 1:2:4 type B1, (20 mm graded stone aggregate) cement concrete in path, road cutting, rounded or coping chamfered on edges of chequired tiles / interlocking tiles and manhole etc. complete all as specified and directed. |
| 46 | Cleaning of manholes of any size and of any depth by taking out semi solid/solid sludge complete and removing sludge in covered vehicle out of MOD land complete all as specified and as directed. |
| 47 | M&L for cleaning of blockage of sewer lines, of any type and any dia of sewer line (ie branch sewer line, main sewer line) by way of cleaning desludging foreign material as well as rodding of sewer line between successive manholes mannually/mechanically or pumping out sewage from blocked manhole including desludging where required and ordered by Engineer-in-Charge and keeping sewer line functional entering from floor trap, water closet, soil waste/ vent pipe, gully trap upto final drop/outlet into septic tank, soakage well all as specified and directed by Engineer-in-charge. |
| 48 | M&L for cutting into existing manholes for connecting new drains pipes of 150mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concret 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed. |
| 49 | M&L for cutting into existing manholes for connecting new drains pipes of 250mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or3/4 section) in cement concret 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed. |
| 50 | M&L for cutting Roads for crossing & laying of seewage drain pipe of any size and making the existing surface fair, smooth and good condition as existing surface complete by concreting as existing similar work as required complete all as specified and directed. |
| 51 | Excavation over area exc.3 mtr but not exc.4.50mtr deep for foundation manhole ,septic tank etc of soakage well as in hard rock, etc. complete all as specified and as directed. |
| 52 | M&L for PCC M-15 (1:2:4), type B-2 with using 40 mm graded stone aggregate as in foundation and mass filling concrete as in septic tank and soak well etc.complete all as specified and as directed. |
| 53 | M&L for RCC M-25 design mix as in foundation of septic tank with using 20 mm graded stone aggregate, etc. complete all as specified and as directed. |
| 54 | M&L for TMT bars 10 mm dia and over,cut to length,bent to shape required,incl cranking,bending spirally for hooping for columns,hooking endsand binding with mild steel wire (annealed)not less than 0.9 mm dia or securing with clips,etc.complete all as specified and as directed. |
| 55 | M&L for RCC M-25 Design Mix as in wall of Septic tank with using 20 mm graded stone aggregate,etc.complete all as specified and as directed. |
| 56 | M&L for RCC M-25 Design Mix, with using 20 mm graded stone aggregate as in roof slab of septic tank and soakage well,etc .complete all as specified and as directed |
| 57 | M&L for form work to sides of RCC footing in foundation of septic tank, etc. complete all as specified and as directed. |
| 58 | M&L for formwork to sides of RCC wall of septic tank , etc. complete all as specified and as directed. |
| 59 | M&L for formwork to sides and soffit of roof slab of septic tank and soak well, etc. complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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