Tender For Repair/Cleaning Of Existing Sewage Line, Soil Waste Pipes, Septic Tank Etc In Certain Md Accn At Cme Under Ge (Cme) Khadki (8738/E8)
Tender Value
40 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
22 days left
EMD
80000
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 Repair/Cleaning Of Existing Sewage Line, Soil Waste Pipes, Septic Tank Etc In Certain Md Accn At Cme Under Ge (Cme) Khadki (8738/E8)
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of existing 100mm dia sewage line upto 1.00 mtr depth from ground level by rodding or by any means and blowing water through pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 2 | Cleaning of existing 150mm dia sewage line upto 1.00 mtr depth from ground level by rodding or by any means and blowing water through pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 3 | All as per item No.2 but depth exc 1.0 mtr but n.exc 2.0 mtr from ground level |
| 4 | All as per item No.2 but depth exc 2.0 mtr from ground level |
| 5 | Cleaning of existing sewage line exceeding 150mm dia but not exceeding 250mm dia exc 1.00 mtr and n.exc 2 mtr depth from ground level by rodding or any means and blowing water through water pipe for efficient functioning complete as specified and directed by Engr-in-Charge. |
| 6 | Cleaning and bailing outof existing man holes 1.00 mtr deep (depth of manholes) by mechinical means using suction motor vehicle mounted and removing the same out of CME complex which incl removing slit, stone, solid particles to make smooth flow, complete as specified and directed by Engr-in-Charge. |
| 7 | All as per item 06 but depth of manholes exc 1.00 mtr but n.exc 2.00 mtr. |
| 8 | All as per item 06 but depth of manholes exc 2.00 mtr. |
| 9 | Cleaning of nahani trap of any size. |
| 10 | Cleaning of gully trap of any size |
| 11 | Excavation in trenches n.exc 1.50m wide and 1.50m depth for foundation, man hole etc and getting out in soft/loose soil |
| 12 | All as per item No.11 above but in hard/dense soil |
| 13 | Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete as specified and directed by Engr-in-Charge. |
| 14 | M&L for PCC 1:4:8 type D-2 (using 40mm gde agg) as in foundation and mass concrete complete as specified and directed by Engr-in-Charge. |
| 15 | Demolition of brick/ stone/PCC block masonry built in cement mortar/cement lime mortar all as specified and directed by Engr-in-charge. |
| 16 | M&L for precast plain cement concrete solid block masonry type C-1 1:3:6 (using 20 mm graded aggregate) , built in CM 1:6 exc, 10 cm width all as specified and directed by Engr-in-charge |
| 17 | M&L for rendering 15 mm thick cement plaster in CM 1:6 on face faces of brick work incl finishing even and smooth without using extra cement complete as specified and directed by Engr-in-Charge. |
| 18 | Taking down cement plaster of any description incl racking out joints, hacking for key etc complete as specified and directed by Engr-in-Charge. |
| 19 | M&L in repair for RCC drain pipes 150mm , class NP-2 laid in trenches and jointed complete with collar all as specified inlcuding demolition of old pipe complete as specified and directed by Engr-in-Charge. |
| 20 | All as item 19 above but 200mm dia |
| 21 | All as item 19 above but 300mm dia |
| 22 | M&L for PCC 1:4:8 type D-2 (40mm gde stone agg) as in concrete bed to drain pipes including forming cradles. Thickness of bed below the barrel of pipes: 10cm for pipes 100 mm and 150mm dia and 15cm for pipes 200mm dia and over. |
| 23 | All as item 22 above but 200mm dia |
| 24 | All as item 22 above but 300mm dia |
| 25 | Returning , filling in, includidng spreading , levelling , watering and well ramming in layers not exceeding 25 cm in hard/dense soil complete as specified and directed by Engr-in-Charge. |
| 26 | Removing excavated material (soil) not.exceeding 50m and deposited where directed at a level not.exceeding 1.5 m above the starting point complete as specified and directed by Engr-in-Charge. |
| 27 | M&L for precast concete cover slab of 600 mm x 450 mm x 75mm thick for man holes with provision of collar all around to house the cover slab and collar fixed to wall of manhole in 1:6 cement mortar having smooth surface finish complete all as specified and directed by Engineer-in Charge. |
| 28 | M&L for precast concete cover slab of 600 mm x 600 mm x 75mm thick for man holes with provision of collar all around to house the cover slab and collar fixed to wall of manhole in 1:6 cement mortar having smooth surface finish complete all as specified and directed by Engineer-in Charge. |
| 29 | M&L for precast concete cover slab of 900 mm x 450 mm x 75 mm thick for man holes with provision of collar all around to house the cover slab and collar fixed to wall of manhole in 1:6 cement mortar having smooth surface finish complete all as specified and directed by Engineer-in Charge. |
| 30 | M & L for TMT bar 10mm dia & over upto and including 10mm dia in cut to length, bend to shape required including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel (annealed) not less than 0.9mm dia or securing with clips all as specified and directed. |
| 31 | M&L for PCC (1:2:4) type B1, using 20mm graded stone aggt as in coping, bands, plinth coarses, parapets,kerbs etc like incl weathering,slightly rounded or chamfered throating and necessary formwork complete all as specified & directed. |
| 32 | Bailing out waste water from manholes, septic tank well upto top of sludge/broken media mechanically using suction motor vehicle mounted and rermoving the same out of CME complex including removal of sludge etc. complete all as specified and directed by Engineer -in- Charge for 10 users |
| 33 | All as item 32 above but 25 user. |
| 34 | All as item 32 above but 50 user. |
| 35 | All as item 32 above but 100user. |
| 36 | M & L cutting hole in brick walls/stone walls exc one brick but not exc 2 bricks for any purpose and making good dismantled position in cement mortor 1:3 or cement concret 1:2:4 type B-1 as required complete all as specified and directed by Engineer-in Charge. |
| 37 | M & L PCC 1:4:8 type D2 (using 40mm graded stone aggregate) in sub base of floors 75mm thick all as specified and directed. Including demolition old concrete complete all as specified and directed by Engineer-in Charge. |
| 38 | M&L for cement concrete 50mm thick 1:3:6 type C-1(using 40mm graded stone aggregate) as in floor, finishing even and smooth without using extra cement. |
| 39 | M&L for demolition stone stone slab and tiles of any thickness in floors, aprons etc laid bedded and pointed in any mortar all as specified and directed. |
| 40 | M&L 25mm thick rough dressed line stone slab flooring , jointed in cement mortar 1:6 and pointed in cement mortar 1:3 complete all as specified and directed |
| 41 | M&L coloured chequred cement concrete tiles 30cm x 30cm x 25mm thick set pointed with neat cement slurry with grey cement and pigment in floors over and including 15mm thick screed bed in cm 1:6 complete all as specified . |
| 42 | M & L machine pressed precast concrete interlocking paver block with grey cement and no pigment, any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade with glossy finish, colour shade over and including 25mm thick sand cushioning as directed by Engineer-in-Charge including taking down old unserviceable paver block. Note : Rate quoted shall deem to include for spreading and levelling of sand for cushioning. |
| 43 | M&L for bituminous road cutting to a width of 45cm and depth of 50 cm for laying of sewage pipe, culverts etc and making good with PCC (1:3:6) type C1 (using 20mm grade stone aggregate ) all as specified and directed. |
| 44 | S&F in repair 75mm PVC(SWR) pipes single socketed in any length with rubber ring joints fixed to walls complete all as specified and directed. |
| 45 | All as per item No 44 above but 110mm complete all as specified and directed. |
| 46 | S&F in repair 75 mm PVC(SWR) bend any radius complete all as specified and directed |
| 47 | All as per item No 46 above but 110mm dia complete all as specified and directed. |
| 48 | S&F in repair 75mm PVC(SWR) junction single(single T) equal or unequal complete all as specified and directed. |
| 49 | All as per item No 48 above but 110mm bore of pipe complete all as specified and directed |
| 50 | M&L in repair 75mm PVC(SWR) floor trap with grating including jointing with solvent cement complete all as specified and directed. |
| 51 | All as per item No 50 above but 110mm complete all as specified and directed. |
| 52 | S&F in repair 75mm PVC(SWR) vent cowl complete all as specified and directed. |
| 53 | All as per item No 52 above but 110mm complete all as specified and directed. |
| 54 | Demolition of cement concrete (un-reinforced) in roof/floors other than ground level beam, stair case, landing, chajjas and similar items including water proofing treatment in any layers and removal of debris to distance exceeding 250m and not exceeding 500m from the site complete all as specified and directed. |
| 55 | M&L for 40 mm thick , PCC 1:2:4 (Type B0 using 20 mm gdd agg) as in levelling course to match the undulations of roof and in in coping , roof kerbs, fins including benching and sunken portion etc complete all as specified and directed |
| 56 | M&L for APP based polymeric membrane minimum weighing 3 Kg/Sqm and minimum 3mm thick reinforced with polyster non woven fabric ( wt not less than 150 gms /sqm) laid over primed surface including bituminous primer conforming to IS-3384 applied @ 0.3 ltr/Sqm by forced complete all as specified and directed.(a) Applying one coat of bituminous primer conforming to IS-3384 @ 0.30 Ltr per sqm(b) Laying of APP based membrane as specified thickness and weight. |
| 57 | Cleaning and removing all scale and dirt duly spraying diluted bleaching powder and rubbing with wire brushes etc from tank any type (AC or PVC) and from mouth of circulating pipes etc exc 250 ltr n.exc 500 tlr capacity including write date of cleaning and next due date also with white synthetic enamel paint and complete as specified and directed by Engr-in-Charge. |
| 58 | -do- all as per item No 57 above but exc 500 litre and n.exc 1000 litre capacity. |
| 59 | Dewatering/pumping/bailing out contaminated with waste material sludge from septic tank, manholes along with inlet outlet chamber of any capacity/depth by vechicle mounted sewage suction machine and and disposing same out of contonment area in a closed container including taking off manhole cover and putting back the same after cleaning./removing the liquied waste material of septci tanks and cutting hoel through slap/ wall where required for inserting pipe and making good the same with cment mortaro to match with exisitng surface to make hygincially fit, writing the date of cleaning of septic tank with black and white paint of size 150x 200 mm and finaly spraying unslaked lime (bleaching powder ) dry around and over the septic tank all as directed and to the entire satifaction by Engr-in-Charge. |
| 60 | Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed. |
| 61 | Demolition of cement concrete(unreinforced ) in ground floors and pavings not exceedidng 15cm thickness(below ;or aboved ground level) all as specified and directed. |
| 62 | M&L for 75mm thick PCC type D-2 (1:4:8) using 20mm graded aggregate as in sub base etc complete all as specified and directed |
| 63 | M&L For 25 mm thick, type B-1, 1:2:4 (20mm graded aggregate) as in sub base etc complete all as specified and as directed. |
| 64 | M&L for screed bed or bedding layer of mortar 15 mm thick for laying floor/ wall finishes in CM 1:6 complete all as specified and as directed. |
| 65 | M & L For non - skid Ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match etc. Complete. |
| 66 | S&F in repair Vitreous China wash down water closet pan (pedestal pattern), white (excluding fixing bolts, flushing cistern and flush pipe)including seat cover complete all as specified and directed |
| 67 | (Applicable for above all items)(i)Contrator has to employ skilled/unskilled tradesman with adequate experience & required documents to be submitted to office.(ii)Labour should wear contractors uniform with firm logo, failing which recovery should be made.(iii)Minimum of 02 x teams of each trades shall be available for maint of urgent nature whenever called upon of any trade, failing which recovery will be initiated for not employing adequate labour at site.(iv)Site clearance shall be done by contractor after finishing work and obtain the signature of occupant as the site clearance has done. The same shall be verified and put up before issue of completion certificate.(v) Mechanical scraper should be deposited in our store at the time of sample approval. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 22, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysSep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 24 daysTender Documents
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