Tender For Special Repairs To Sewage System At Certain Locations (Phase-Ii) At Hqtc Bangalore
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Sep 2026
0 days left
EMD
76710
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bengaluru Urban → Karnataka
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs To Sewage System At Certain Locations (Phase-Ii) At Hqtc Bangalore
BOQ
| Sl. No. | Item Description |
| 1 | Cleaning of blockage in sewage pipe lines between manhole to manhole of any bore of pipe and in any depth distance not exc 40m and removing the blockages using by vehicle mounted jet pressure or vaccum system cleaning of pipes and taking out all debries, sludge or any solid/ foreign materials from sewage line and flushing with water and testing after cleaning for blockages/ clogging etc., including removing and disinfacted the sludge within 50m distance including necessary excavation of pits and returning, filing in sprinkling of bleaching powder @ 0.50 kg/sqm and dressing of surplus soil, ground to slope if required complete all as specified and as directed by Engr-in-charge. |
| 2 | Material and labour for de-silting and cleaning of manholes (as existing shape and size) of depth not exc 1m by pumping out the sewage water complete removing the sluge and other materials from manholes by mechanical means, rodding or any other suitable means removing the accumulated night soil, sludge and other materials obtained from sewage lines and disinfected the sludge within 50m distance including necessary excavation of pits and returning, filing in sprinkling of bleaching powder @ 0.50 kg/sqm and dressing of surplus soil, ground to slope if required and well flushing the manholes with water complete all as specified and as directed by Engr-in-charge. |
| 3 | Material and labour for de-silting and cleaning of manholes (as existing shape and size) of depth exc 1m but not exc 2m by pumping out the sewage water complete removing the sluge and other materials from manholes by mechanical means, rodding or any other suitable means removing the accumulated night soil, sludge and other materials obtained from sewage lines and disinfected the sludge within 50m distance including necessary excavation of pits and returning, filing in sprinkling of bleaching powder @ 0.50 kg/sqm and dressing of surplus soil, ground to slope if required and well flushing the manholes with water complete all as specified and as directed by Engr-in-charge. |
| 4 | Material and labour for de-silting and cleaning of manholes (as existing shape and size) of depth exc 2m but not exc 3m by pumping out the sewage water complete removing the sluge and other materials from manholes by mechanical means, rodding or any other suitable means removing the accumulated night soil, sludge and other materials obtained from sewage lines and disinfected the sludge within 50m distance including necessary excavation of pits and returning, filling in sprinkling of bleaching powder @ 0.50 kg/sqm and dressing of surplus soil, ground to slope if required and well flushing the manholes with water complete all as specified and as directed by Engr-in-charge. |
| 5 | Material and labour for de-silting and cleaning of septictank of any depth (as existing shape and size) by pumping out the sewage water complete removing the sluge and other materials from septic tank by mechanical means, rodding or any other suitable means removing the accumulated night soil, sludge and other materials obtained from septic tank and disinfected the sludge out side the MOD land ground to slope if required and well flushing the manholes and septic tank with water complete all as specified and as directed by Engr-in-charge. |
| 6 | Excavation in trenches not exc 1.5m wide and not exc 1.5m depth for foundation manholes etc., and getting out in hard /dense soil complete all as specified and as directed by Engr-in-charge. |
| 7 | Excavation in trenches not exc 1.5m wide and exc 1.5m but not exc 3m depth for foundation manholes etc., and getting out in hard /dense soil complete all as specified and as directed by Engr-in-charge. |
| 8 | Excavation in trenches not exc 1.5m wide and not exc 1.5m depth for foundation manholes etc., and getting out in hard rock complete all as specified and as directed by Engr-in-charge. |
| 9 | Excavation in trenches not exc 1.5m wide and exc 1.5m but not exc 3m depth for foundation manholes etc., and getting out in hard rock complete all as specified and as directed by Engr-in-charge. |
| 10 | Returning filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm thick in soft /loose soil complete all as specified and as directed by Engr-in-charge. |
| 11 | Removing excavated material exc 250m but not exc 500m and upto total distance of 1.5 km depositing where directed complete all as specified and as directed by Engr-in-charge. |
| 12 | Material and labour for cement concrete type C-2, 1:3:6 (Using 40mm graded stone aggregate) as in foundations, fillings and mass concrete complete all as specified and as directed by Engr-in-charge. |
| 13 | Material and labour for 150mm bore double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2: 2013) (spigot and socket ended pipe) at site conforming to relevant I.S. and CPHEEO specification jointing with rubber gasket complete all as specified and as directed by Engr-in-charge. |
| 14 | Material and labour for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 150mm dia pipe complete all as specified and as directed by Engr-in-charge. |
| 15 | Material and labour for 200mm bore reinforced concrete pipes, class NP2, laid and jointed complete laid in trenches and jointed complete with collars complete all as specified and as directed by Engr-in-charge. |
| 16 | Material and labour for 200mm bore double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2: 2013) (spigot and socket ended pipe) at site conforming to relevant I.S. and CPHEEO specification jointing with rubber gasket complete all as specified and as directed by Engr-in-charge. |
| 17 | Material and labour for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 200mm dia pipe complete all as specified and as directed by Engr-in-charge. |
| 18 | Material and labour for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete and jointed complete with collars complete all as specified and as directed by Engr-in-charge. |
| 19 | Material and labour for 300mm bore double wall corrugated HDPE pipe (DWC HDPE) of stiffness class designation SN 8 (conforming to I.S. 16098 Part-2: 2013) (spigot and socket ended pipe) at site conforming to relevant I.S. and CPHEEO specification jointing with rubber gasket complete all as specified and as directed by Engr-in-charge. |
| 20 | Material and labour for concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in cement concrete 1:3:6 type C-2 for 300mm dia pipe complete all as specified and as directed by Engr-in-charge. |
| 21 | Demolition and breaking up drain pipes of any size (salt glazed ware, AC or reinforced concrete and HDPE) set in cement mortar and internal dia of pipe 150mm complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 22 | Demolition and breaking up drain pipes of any size (salt glazed ware, AC or reinforced concrete and HDPE) set in cement mortar and internal dia of pipe 200mm complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 23 | Demolition and breaking up drain pipes of any size (salt glazed ware, AC or reinforced concrete and HDPE) set in cement mortar and internal dia of pipe 300mm complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 24 | Supply and fix in repairs 110mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors complete all as specified and as directed by Engr-in-charge. |
| 25 | Supply and fix for 150mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors incl taking down complete all as specified and as directed by Engr-in-charge. |
| 26 | Material and labour for PVC (SWR) gully trap 125/ 110mm, setting and jointing with solvent cement incl taking down complete all as specified and as directed by Engr-in-charge. |
| 27 | Demolition of brickwork or stone /boulder /PCC block masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars, etc., but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed by Engr-in-charge. |
| 28 | Material and labour for precast cement concrete block masonary with solid blocks, type C-1, 1:3:6 (Using 20mm graded stone aggregate), exc 10 cm in width and setting in cement mortar 1:6 complete all as specified and as directed by Engr-in-charge. |
| 29 | Material and labour for providing precast cement concrete solid building blocks or slabs, type C-1, 1:3:6 (Using 20mm graded stone aggregate), 10cm thick (with plain or interlocking joints as directed) setting in cement mortar 1:4 complete all as specified and as directed by Engr-in-charge. |
| 30 | Taking down cement or cement lime plaster, any description on brick or stone walls, etc., including racking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 31 | Material and labour for rendering 15mm thick cement plaster in cement mortar 1:4 on fair faces of brick work or concrete surfaces, finished even and smooth without using extra cement complete all as specified and as directed by Engr-in-charge. |
| 32 | Supply only liquid water proofing compound complete all as specified and as directed by Engr-in-charge. |
| 33 | Material and labour for neeru finish to plastering complete all as specified and as directed by Engr-in-charge. |
| 34 | Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 35 | Material and labour for PCC 1:2:4, type B-0 (Using 12.5mm graded stone aggregate) as in coping and benching and the like including weathering slightly rounded or chamfered angle and throating complete all as specified and as directed by Engr-in-charge. |
| 36 | Material and labour for 100mm thick PCC 1:3:6 type C-2 (Using 40mm graded stone aggregate) sub base etc., complete all as specified and as directed by Engr-in-charge. |
| 37 | Material and labour for 40mm thick cement concrete type B-0, 1:2:4 (Using 12.5mm graded stone aggregate) pavings etc., complete all as specified and as directed by Engr-in-charge. |
| 38 | Material and labour for 75mm thick cement concrete type C-2, 1:3:6 (Using 40mm graded stone aggregate) as in flooring, footpath, hard standing, plinth protection, bases of water tanks etc., complete all as specified and as directed by Engr-in-charge. |
| 39 | Material and labour for cement concerte in surface channels and drains type C-2 1:3:6 (Using 20mm graded stone aggregate) complete all as specified and as directed by Engr-in-charge. |
| 40 | Material and labour for extra forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stopped ends etc., complete all as specified and as directed by Engr-in-charge. |
| 41 | Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for complete all as specified and as directed by Engr-in-charge.Note: All debris and rubbish shall be removed from MOD land during or at the end of each working period at his risk and cost in accordance with all applicable federal, state, and local regulations. |
| 42 | Material and labour for factory made 100mm thick precast RCC cover slabs type A1 1:1.5:3 (Using 20mm graded stone aggregate) with 10mm dia TMT bars@ 125 C/C bothways minimum compressive strength not less than 20 N/mm2 as in man hole cover, drain cover etc., complete all as specified and as directed by Engr-in-charge. |
| 43 | Material and labour for RCC cover slabs type A-1 1:1.5:3 (Using 20mm graded stone aggregate) supported on walls beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like as manhole/ drain cover etc., complete all as specified and as directed by Engr-in-charge. |
| 44 | Material and labour for reinforcement TMT bars 10mm dia and over, cut to length, bent to shape required including cranking required and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality confirming to Fe-410 Gde E-250 for stretched wire complete all as specified and as directed by Engr-in-charge. |
| 45 | Supply and fix in repairs mild steel plain black sheet, 1.6mm thick as in cladding, cut to required size, bending or turning up, mitred angles, etc., placed in position and welded complete all as specified and as directed by Engr-in-charge. |
| 46 | Material and labour for coloured designed chequered cement concrete tiles of a size 300x300x25mm thick with grey cement and pigment in floors etc., set and jointed in neat cement slurry and pointed in white or coloured cement to match and including 15mm thick screed bed of cement mortar 1:6 complete all as specified and as directed by Engr-in-charge. |
| 47 | Material and labour for prepolished coloured machine pressed precast conctete interlocking paver block with gray cement and pigment any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 grade and including 60mm thick complete all as specified and as directed by Engr-in-charge. |
| 48 | Material and labour for sand cushioning under interlocking paver block complete all as specified and as directed by Engr-in-charge.Note: Only punned thickness shall be measured for payment. |
| 49 | Material and labour for preparing surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc., and applying evenly a priming /tack coat with bituminous primer at 10 kg per 10 sqm and applying 40mm consolidated thick instant patching premixed bituminous material and making good the surface for movement of traffic complete all as specified and as directed by Engr-in-charge. |
| 50 | Material and labour for preparing of old chequered tiled and paverblock surfaces /existing footpath by removing all the caked mud with wire brushes and cleaning surfaces with necessary acid and description not otherwise described and applying one coat of weather proof tile guard apex paint of any colour complete all as specified and as directed by Engr-in-charge. |
| 51 | Dismantling iron work of any description complete all as specified and as directed by Engr-in-charge. |
| 52 | Supply and fix for cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, manhole covers and similar articles (articles exc 5 kg each) complete all as specified and as directed by Engr-in-charge. |
| 53 | Supply and fix for cast iron work grade FG 150, unmachined, in brackets, gully traps, gratings, manhole covers and similar articles (articles not exc 5 kg each) complete all as specified and as directed by Engr-in-charge. |
| 54 | Supply and fix for SFRC man hole cover with frame (factory made) of 450mm dia complete all as specified and as directed by Engr-in-charge. |
| 55 | Supply and fix for SFRC man hole cover with frame (factory made) of 600mm dia complete all as specified and as directed by Engr-in-charge. |
| 56 | Grubbing up tree trunk including cutting of trunk portion exc 30cm and not exc 100cm girth protruding over ground, digging out roots, filling holes and leveling off ground, stacking of serviceable material and removing of unserviceable material to a distance not exc 50m and clearing site complete all as specified and as directed by Engr-in-charge. |
| 57 | Cutting of roots of girth exc 20 cm and making clear site for excuetion of work and removing of unserviceable material to a distance not exc 50m and clearing site complete all as specified and as directed by Engr-in-charge. |
| 58 | Cutting into existing manholes for connecting new drains (of 150mm dia pipe), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and as directed by Engr-in-charge. |
| 59 | Cutting into existing manholes for connecting new drains (of 200mm and above dia pipe), making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required complete all as specified and as directed by Engr-in-charge. |
| 60 | Removing old dumped junk/ building materials/ debris/ tree roots, trunk and branches of any size etc., to a distance of 30 Km or beyond, out of premises of metropolitan area, including loading, unloading by manually or by mechanical means (JCB) and to be transported through tractor-trolly or tipper and stacking at the destination complete all as specified and as directed by Engr-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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