Tender For Repair/Replacement And Cleaning Of Manholes, Sewage Line,Septic Tank,Soakage Well And Connected Misc B&R Works In Md Accn & Otm Accn Of Old Ch Complex,Lower Hosp Road,Kt Line Alc Qtr Wanworie Road,Gwalior Line,Powd Road,Otp Line,Old Ch(Sc)
Tender Value
39.99 Lakhs
Estimated cost
Bid Submission
25 Nov 2026
21 days left
EMD
79980
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/Replacement And Cleaning Of Manholes, Sewage Line,Septic Tank,Soakage Well And Connected Misc B&R Works In Md Accn & Otm Accn Of Old Ch Complex,Lower Hosp Road,Kt Line Alc Qtr Wanworie Road,Gwalior Line,Powd Road,Otp Line,Old Ch(Sc),Alc,Cmdc,Wr Stn Under Age Br Ii Of Ge (S) Pune
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, and getting out in any type of soil complete all as specified and as directed.Note:The Contractor is solely responsible for any damage to existing cables,pipes,or utilities caused during carrying out work and must repair and restore them to their original condition at their own expense. |
| 2 | Excavation in trenches exc 1.5 & not exc 3mtr in depth for foundation and getting out in any type of soil complete all as specified and as directed.Note:The Contractor is solely responsible for any damage to existing cables,pipes,or utilities caused during carrying out work and must repair and restore them to their original condition at their own expense. |
| 3 | S&F for 150 mm dia HDPE DWC pipes, Class SN 8, ante rodent, laid and jointed complete including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract) |
| 4 | M&L for 100 mm thick and 550 mm wide Concrete bed to drain pipes in PCC 1:4:8 type D2 using 40mm graded agg as in bed to 150 mm dia HDPE DWC pipes complete all as specified and as directed. |
| 5 | S&F for 150mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract). |
| 6 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 150 mm bore complete all as specified and as directed. |
| 7 | S&F for 200 mm dia HDPE DWC pipes, Class SN 8, ante rodent, laid and jointed complete including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract) |
| 8 | M&L for 100 mm thick and 600 mm wide Concrete bed to drain pipes in PCC 1:4:8 type D2 using 40mm graded agg as in bed to 200 mm dia HDPE DWC pipes complete all as specified and as directed. |
| 9 | S&F for 200mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including deomolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract). |
| 10 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 200 mm bore complete all as specified and as directed. |
| 11 | S&F for 300 mm dia HDPE DWC pipes, Class SN 16, ante rodent, laid and jointed complete including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract). |
| 12 | M&L for 100 mm thick and 700 mm wide Concrete bed to drain pipes in PCC 1:4:8 type D2 using 40mm graded agg as in bed to 300 mm dia HDPE DWC pipes complete all as specified and as directed. |
| 13 | S&F for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including deomolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :-Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract). |
| 14 | M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 300 mm bore complete all as specified and as directed. |
| 15 | M&L for PCC (1:4:8) type D-2 as in foundations, filling in mass concrete etc. including demolition of existing concete complete all as specified and as directed. |
| 16 | M & L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) including dismantling of old brick work complete all as specified & directed. |
| 17 | M&L for precast cement concrete block masonry with solid blocks exc 10 cm in width and setting in cement mortar 1:6 using PCC 1:3:6 type C-1 precast cement concrete blocks, including dismantling of old block work complete all as specified & directed. |
| 18 | M&L PCC (1:2:4) type B-1 using 20 mm stone graded aggregate as in coping & benching etc complete all as specified and as directed. |
| 19 | Extra for forming fair finished drain or channels 30 cm inner girth in cement, concrete using extra cement including forms, moulds, mitred/stopped ends in manholes (inner girth only measured) complete all as specified and as directed. |
| 20 | M&L Rendering 15 mm thick in cement mortar (1:4) on fair faces of brick/block work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and as directed |
| 21 | M&L Rendering 15 mm thick in cement mortar (1:6) on fair faces of brick/block work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and as directed |
| 22 | M&L Rendering 15 mm thick in cement mortar (1:4) on fair faces of brick/block work or concrete surfaces finished even and smooth (without using extra lime or cement) incl taking down cement plaster on brick/block walling complete all as specified and as directed |
| 23 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soil complete all as specified and as directed |
| 24 | Removing the excavated materials exceeding 50mtr but not exc 250 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point all as specified and directed. |
| 25 | Scooping & taking out sludge (wet or dry) and foreign materials from septic tank, soak wells of any description and depth including removing and refixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials either by carrying the same in covered van/trolley outside defence land and it should be disposed off at such place which is not determinated to public health. (Note : Depth after bailing out water and the rate quoted is inclusive considered for measurement shall be of cost required for bailing out water.) |
| 26 | Cutting into existing manholes for connecting new drains, 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, for the 150mm bore internal dia of pipe all as specified and as directed. |
| 27 | Cutting into existing manholes for connecting new drains, 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, for the 200mm bore internal dia of pipe all as specified and as directed. |
| 28 | Cutting into existing manholes for connecting new drains, 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, for the 300mm bore internal dia of pipe all as specified and as directed. |
| 29 | S&F in repairs PVC gully traps, square 125/110mm size with grating including jointing to waste pipe in cement joint, dia of outlet 100mm complete all as specified and directed. |
| 30 | Demolition of cement concrete in existing sunken portion incl floor tiling , removing of old unserviceable traps of any description, rendering in CM 1:3 in sunken portion and applying two coats of Dr. Fixit water proofing chemical by brushing as per manufacturer's instructions and S&F 75mm or 110 mm PVC floor/Nahani trap with stailess steel grating including jointing to waste pipe fixed and filling of sunken portion by cement concrete type (1:2:4) type B-1 including floor tiling wk as per existing complete all as specified and as directed by Engr-in-Charge. (Note :-(i) Contractor shall responsible for any leakage / seepage from sunken slab after carried out above mentioned job and he should be rectified the same on no extra payment basis (ii) Area not exceeding 4 Sqm each) .(iii) 24 hours ponding test should be carried out. |
| 31 | 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 bore including demollition and breaking of drain pipes complete all as specified and as directed. |
| 32 | 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 75 mm bore including demollition and breaking of drain pipes complete all as specified and as directed. |
| 33 | Taking down and refixing of old PVC pipes single socketed in any length with rubber ring joints fixed to walls or laid in floors of 110mm bore complete all as specified and as directed. |
| 34 | Taking down and refixing of old PVC pipes single socketed in any length with rubber ring joints fixed to walls or laid in floors of 75mm dia complete all as specified and directed. |
| 35 | S&F in repair PVC (SWR) bends plain 110 mm bore complete all as specified and as directed. |
| 36 | S&F in repair PVC(SWR) bends plain 75mm bore complete all as specified and as directed. |
| 37 | S&F PVC (SWR) bends with oval access door of 110 mm bore complete all as specified and as directed. |
| 38 | S&F in repair PVC (SWR) bends with oval access door of 75 mm bore complete all as specified and as directed. |
| 39 | S&F in repair PVC SWR Branch piece single (Single Y) equal or unequal 110mm dia with door access complete all as specified and as directed. |
| 40 | S&F in repair PVC SWR Branch piece single (Single Y) equal or unequal 75 mm dia with door access complete all as specified and as directed. |
| 41 | S&F in repair PVC (SWR) of 110mm dia junction single (single 'T') equal or unequal with door access complete all as specified and as directed. |
| 42 | S&F in repair PVC (SWR) of 75 mm dia junction single (single 'T') equal or unequal with door access complete all as specified and as directed. |
| 43 | S&F in repair for 110 mm dia PVC SWR vent cowl complete all as specified and as directed. |
| 44 | S&F in repair for 75 mm dia PVC SWR vent cowl complete all as specified and as directed. |
| 45 | Attending day to day complaints of Cleaning of all blockage of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes of any size and depth, in any situation by way of cleaning/desludging by manually or mechanically or by way of any other suitable means including foreign materials as well as rodding (full through) of sewer lines and between the blocked manholes where required and ordered by Engineer-in-charge and keeping the sewage line all time functional ,cleaning traps, water closet, soil waste/vent pipe, gully traps etc complete upto final drop out let into septic tanks and soakage well (working in foul condition with taking precautionary measures with necessary equipment as required or applicable by deploying 02 Nos of safaiwala for 08 hrs working complete all as directed by Engr-in-Charge . Note:- (i) The sludge (wet or dry) removed from the manholes and sewage line shall be removed to out side MD land complete all as directed by Engr-in-Charge. (ii) Each Job shall contain various complaints of sewage/cleaning done by 02 Nos of safaiwala for 08 hrs working (per day basis) complete recieved by the office each day. (iii) Complaint shall be completed on same day (handed over till 1600 hrs) (iv) If Safaiwala not attended complaint within time frame mentioned above, 50% shall be deducted from completed by him per day (v) The contractor shall be responsible for maintain daily job completed by the safaiwala deputed by him in the subject work and obtain the signature of I/C complaint cell / Engr-in-charge daily at 1700 hrs on all working days. |
| 46 | 'M&L for 75mm thick PCC 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in sub base of floor, finished the surfaces fair & even to receive floor finishes including demolition of existing unserviceable PCC of any type complete all as specified and directed |
| 47 | M&L for precast coloured, chequered cement concrete tiles, glossy finish of size 300 x 300mm x 25mm thick, conforming to IS-1237 (2006) set jointed and pointed in neat cement slurry in floor laid over and including 20mm thick screed bed in CM (1:6) incl demolition of old stone slab/tiles of any description complete all as specified and as directed. |
| 48 | Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand all as specified and as directed. |
| 49 | M&L for PCC 1:3:6 type C-2, (using 40mm graded stone aggregate) of 75mm thick, laid in alternate bays including finishing the surfaces even and smooth using extra cement incl demoiltion of existing PCC complete all as specified and as directed. |
| 50 | M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate)as in surface channels and drains incl all moulds and forms incl demoiltion of existing PCC all as specified and directed. |
| 51 | S&F in repair high density 40mm bore polythylene pipes (HDPE) of pressure rating 6 kg/cm² fixed complete to wall or in floors with necessary socket, elbow & bend etc complete fixed to wall or in floors etc all as complete and directed. |
| 52 | M&L for precast RCC ( 1:2:4 type B-0, using 12.5 mm stone aggregate) manhole cover of size 700 x 700 mm x 50 mm thick with frame of angle iron 50 x 50 x 5 mm , including reinforcement with 10 mm dia TMT bars in both way , spacing 150 mm c/c, binding with and including mild steel wire, including groove and hook arrangement for lifting and placing in position complete all as specified and directed. |
| 53 | M&L for precast RCC ( 1:2:4 type B-0, using 12.5 mm stone aggregate) manhole cover of size 700 x 1000 mm x 50 mm thick with frame of angle iron 50 x 50 x 6 mm , including reinforcement with 10 mm dia TMT bars in both way , spacing 150 mm c/c, binding with and including mild steel wire, including groove and hook arrangement for lifting and placing in position complete all as specified and directed. |
| 54 | M&L for precast RCC ( 1:2:4 type B-0, using 12.5 mm stone aggregate) manhole cover of size 700 x 1200 mm x 50 mm thick with frame of angle iron 50 x 50 x 6 mm , including reinforcement with 10 mm dia TMT bars in both way , spacing 150 mm c/c, binding with and including mild steel wire, including groove and hook arrangement for lifting and placing in position complete all as specified and directed. |
| 55 | S&F 15 mm bore GI tubing tubes \\"medium grade\\" galvanized with all fittings and fixed complete to walls and ceiling or laid in floors etc including taking up or down carefully steel tubing and connections complete all as specified and directed. |
| 56 | Cutting chases, pinning in. making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades,shelves , lintels, etc.and cutting chases for concealed water tubing and making good, cutting not exc 10 cm girth in brick walls. |
| 57 | S&F in repair vitreous china wash hand basin, white, 550x 400mm flat back including providing CI brackets, PVC waste pipe 32mm dia, waste coupling 32mm bore of CP incl 15mm bore CP fancy type pillar cock etc all as specified and directed. |
| 58 | S&F in repairs vitreous china wash down water closet pan, 'Pedestal' white, including fixing bolts etc including PVC seat cover white with flat bottom including MS, CP or aluminium anodised hinges devices complete all as specified and directed. |
| 59 | S & F in repairs vitreous China squatting pan, ‘Orissa’ pattern, size 580 x 440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including connection to trap, and to flushing pipe, anti-syphonage pipe, etc. complete including making good to floor including trap set in and including concrete complete all as specified and directed. |
| 60 | S & F in repairs 10 ltr capacity PVC valveless, syphonic action type, flushing cistern, low level, white, including flush pipe 32 mm dia. complete all as specified and directed. |
| 61 | S&F in repairs 15mm bore bib taps, brass chromium plated, cast copper alloy fancy type handle screwed down, screwed for iron pipes all as specified. |
| 62 | S & F in repairs 15 mm brass chromium plated 2 way bib cock fancy type with wall flange complete all as specified and directed. |
| 63 | S & F in repairs 15 mm stop valves / angular stop cock, fancy type cast copper alloy chromium plated with crutch or butterfly handle, screwed down and screwed both ends for iron pipe or for union complete all as specified and directed. |
| 64 | Ditto all as per item no 63 but consealed long shank complete all as specified and directed. |
| 65 | S&F in repairs brass CP Wall mixer 2-in-1 for mixing hot & cold water screwed down for iron pipe and fixed for 15mm bore of pipe complete all as specified and directed. |
| 66 | S & F in repairs 125 mm dia brass chromium plated shower rose including shower arm of approved quality complete all as specified and directed. |
| 67 | S & F in repairs CP health faucet (ABS Body) with 1 mtr long flexible cod complete all as specified and directed. |
| 68 | S & F in repairs 15 mm bore, 600 mm long PVC connections with PTMT nuts complete fixed to iron pipe at both ends complete all as specified and directed. |
| 69 | S & F in repairs brass chromium plated Tubular towel rail 20mm dia \\"D\\" type 60cm long complete all as specified and directed. |
| 70 | S & F in repairs Toilet paper holder with flat recessed type stainless steel Complete all as specified and directed. |
| 71 | S & F in repairs chromium plated soap dish fixed to plugs with chromium plated brass screws complete all as specified and directed. |
| 72 | S & F in repairs Towel Ring of CP fixed with and including Chromium plated brass screws and wooden/plastic cleats fixed complete all as specified and directed. |
| 73 | S & F in repairs 600mm X 450mm X 5.5mm thick bevelled edge mirror of selected quality glass mounted on 6 mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers with aluminium beading all around complete all as specified and directed. |
| 74 | S& F in repair 5mm thick sheet glass corner shelf, 250mm radius including CP railing and CP brackets, complete all as speicified and directed. |
| 75 | S & F in repairs stainless steel gratings 100 mm dia with hole/ without hole for waste pipe complete all as specified and directed. |
| 76 | M&L for coloured glazed ceramic designed tiles in vertical surface 600 x 300 x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over 10mm thick backing coat in CM 1:4 incl demolition of floor, hearth or wall tiling including taking down backing coat and rubbish off the premises complete all as speicified and directed. |
| 77 | M&L for coloured glazed ceramic designed tiles in vertical surface 300 x200 x 7mm thick set and jointed in neat cement slurry and pointed in white or colour cement to match over 10mm thick backing coat in CM 1:4 incl demolition of floor, hearth or wall tiling including taking down backing coat and rubbish off the premises complete all as speicified and directed. |
| 78 | M&L for non skid ceramic colored tiles 7 to 8mm thick (square / rectangular), area of each tile exceeding g 0.06 sqm but not exceeding 0.11 Sqm as in floor etc. set and jointed in neat cement slurry & pointed in white or coloured cement to match laid over and including 15mm thick screed bed in CM 1:6, incl demolition of floor, hearth and rubbish off the premises complete all as speicified and directed. |
| 79 | S & F in repairs ventilators/louvers using 4mm thick x 10cm wide frosted glass strips and following aluminium powder coated sections conforming to catalogue of 'JINDAL' or of equivalent make and rubber beading etc all as directed(a) SP : 20048(b) Glazing clips : 19352 |
| 80 | Cleaning of manholes & sewage line of any description and size (wet or dry condition) by using high pressure water jetting machine including plugging of sewage line , removal of waste matter by pump and disposal of the same as directed , necessary arrangement for controling of traffic etc. complete all as directed by Engr-in-Charge. (Measurement shall be taken from centre to centre of manholes) Note : - Contractor should submit necessary documents of Jetting machine vehicle viz RC, Drivers Licence copy, Vehicle Insurance copy etc) |
| 81 | S &F in repairs 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and jointed at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (± 0.1 mm) wall thickenss. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm ( + 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by insering horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as specified by the manufacturer and as per directions of Engineer in-chargey means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multichambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by insering horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as specified by the manufacturer and as per directions of Engineer in-charge |
| 82 | Supply and fixing in repairs factory made PVC door frame made of PVC. extruded sections having an overall dimension (extruded section profile) 42x50 mm (tolerance ± 1 mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete all as specified by the manufacturer and as per directions of Engineer-in-charge |
| 83 | Supply and fix 100mm size of butt hinges, medium weight cold rolled mild steel complete all as specified and as directed. |
| 84 | Supply & fix aluminium anodised sliding door bolts 300 mm size with hasp, staple (bolt type) and fixing clips of sheet cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminium alloy complete all as specified. |
| 85 | Supply and fix 150mm size extruded aluminium alloy handles fabricated type anodised complete all as specified and directed. |
| 86 | Taking down chowkhat or frames (without taking off shutters)n.exc. 1.5 sqm each complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 04, 2026
11:30 IST
Tender Published
Tender notice published.
TodayNov 25, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 21 daysDec 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 28 daysTender Documents
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