Tender For Repairs / Replacement Of Sewage Lines, Cleaning Of Sewage Lines, Septic Tanks, Manholes And Hard Standing/Pavement /Path Etc In Zone B Area Under Age B/R (N) No.1 Of Ge (N) Secunderabad
Tender Value
40 Lakhs
Estimated cost
Bid Submission
06 Jul 2026
0 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
GARRISON ENGINEER NORTH SECUNDERBAD → Telangana
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repairs / Replacement Of Sewage Lines, Cleaning Of Sewage Lines, Septic Tanks, Manholes And Hard Standing/Pavement /Path Etc In Zone B Area Under Age B/R (N) No.1 Of Ge (N) Secunderabad
BOQ
| Sl. No. | Item Description |
| 1 | M&L Cleaning the septic tanks completely by emptying the liquid, semi solid and solid content including cleaning the inlet, outlet and getting out by using suction pump and filling the foul material in to the covered tanks attached to suction pump and removing, transporting and disposal of the same at a place earmarked for disposal of the foul material by municipal authorities to outside the cantonment area complete all as specified and as directedNOTE: Cubic content of filled up portion of septic tank shall be measured for payment purpose |
| 2 | Cleaning away all grass, vegetation, saplings, shrubs, bush-wood, under growth and roots for making approach to the working area and removing the rubbish to a distance of 50 metres outside the periphery of area complete all as specified and as directed |
| 3 | Demolition of RCC in ground floors and paving n.exc. 15 cm thickness (below or above ground level) and including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 4 | Demolition of cement concrete in any description and in any position not otherwise specifallay provided including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 5 | M&L Providing PCC (1:2:4) type B0 (using 12.5 mm graded stone aggregate) in coping, benching of manholes, drain, compound walls, bed blocks etc, including necessary formwork complete all as specified and as directed. |
| 6 | M&L Providing precast RCC (1:2:4) type B1( using 20mm graded stone aggregate) as in cover slabs,manholes and similar articles with plain faces with plain fair faces including chamfers, weatherings, throating etc and set in CM (1:4) complete all as specified and as directed. |
| 7 | S&F Mild steel TMT bars 8 mm dia cut to length, bent to shape required including cranking, bending, spirally hooking for ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed. |
| 8 | M&L Cleaning of all blockages of any type of sewage line ie branch sewer line, main sewer line etc, manholes of any size, section and depth, any situation by way of cleaning/disludging manholes by using any type either manually, mechanically or by way of any other suitable means including foreign materials as well as rodding of sewer lines and between successive from block manholes where required and ordered by Engineer-in-charge and keeping the sewage line functional duly cleaning trap, water closet, soil water/vent pipe, gully traps upto final drop free flow in to out let,septic tanks or central sewage system treatmenting in other adjoining Zone/Area or into sewage well (working in foul condition with taking precautionary measures) equipment as required or applicable and removing the sludge/material and depositing outside the MOD land complete all as specified and as directed.NOTE Approximate quantity required to clean per month in Zone 'B' area as under : (a) 100 mm dia sewage line - 400 Metre (b) 150 mm dia sewage line - 1800 Metre (c) 200 mm dia sewage line - 500 Metre (d) Manholes 1.0 x 1.0 Metre size - 250 Nos (e) Manholes 1.20 x 1.20m size - 150 Nos (f) EWC/IWC, Nahani trap, gully trap, floor traps - 500 Nos. |
| 9 | S&F in repairs of 110 mm bore PVC (SWR) branch piece (single Y or T) equal or un-equal with access door complete all as specified and as directed |
| 10 | S&F in repairs 110 mm dia PVC (SWR) bends with oval access door of any radius complete all as specified and as directed |
| 11 | S&F in repairs 110 mm bore PVC (SWR) Vent cowl complete all as specified and as directed. |
| 12 | S&F in repairs 75 mm dia PVC (SWR) bends with oval access door of any radius complete all as specified and as directed |
| 13 | S&F in repairs of 110 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls/laid in floors with and including necessary fixing arrangements, as soil/waste/vent pipes complete all as specified and as directed. |
| 14 | S&F in repairs of 75 mm bore PVC (SWR) pipes single socketed, in any length with rubber ring joints fixed to walls/laid in floors with and including necessary fixing arrangements, as soil/waste/vent pipes complete all as specified and as directed. |
| 15 | Demolition of brickwork /block masonary, built in cement mortar including all plain concrete cement, coping, quoins, arches, pillars, etc including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 16 | M & L Precast cement concrete block masonry with solid blocks exceeding 10cm in width by using precast cement concrete (1:3:6) type C1 (using 20 mm graded stone aggregate) and set in CM (1:6) complete all as specified and directed. |
| 17 | M&L Brick work with fly ash bricks (using old size bricks), straight or curved on plan exceeding 6.0 metre mean radius built in CM (1:6) complete all as specified and as directed. |
| 18 | M & L Brickwork with flyash bricks (using old size bricks), straight or curved on plan to any radius in half brick thick walls,built in CM (1:4) complete all as specified and as directed. |
| 19 | M&L Providing PCC (1:3:6) type C2 (using 40 mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. |
| 20 | M&L Providing PCC (1:3:6) type C1 (using 20 mm graded stone aggregate) as in coping including necessary formwork, weathering, slighty rounded or chamfered angles and throating etc complete all as specified and as directed. |
| 21 | Taking down cement plaster of any description and thickness on brick including racking out joints, hacking for key, scrubbing down with water etc including removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 22 | M&L Rendering 15 mm thick in two coats, 10 mm thick in CM (1:6) and 5 mm thick in CM (1:4) mixed with integral water proofing compound as per manufacturers instructions, on fair faces of brick work or concrete surfaces finished even and smooth without using extra cement complete all as specified and as directed. Note: Water proofing compound shall be measured and paid separately. |
| 23 | Supply only integral water proofing compound of ISI marked complete all as specified and as directed. |
| 24 | M & L Rendering 15mm thick in CM (1:6) on other than fair face of brick or concrete surface, finished even and smooth with out using extra cement complete all as specifed and directed. |
| 25 | Excavation in trenches not exceeding 1.5 metres wide and not exceeding 1.5 metres deep for laying of drain pipes etc., for manholes and getting out in hard/ dense soil complete all as specified and as directed |
| 26 | Excavation in trenches not exceeding 1.5 metres wide and exceeding 1.5 metres deep but not exceeding 3.0 metres deep for laying of drain pipes etc., for manholes and getting out in hard/dense soil complete all as specified and as directed |
| 27 | Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25 centimetres in each layer of the excavated soil complete all as specified and as directed |
| 28 | Removing the excavated material to a distance not exceeding 50 metres and deposited where directed at a level not exceeding 1.5 metres above the starting point complete all as specified and as directed |
| 29 | Demolition and breaking up drain pipes of size 150mm dia (salt glazed ware AC or reinforced concrete) set in cement mortar complete all as specified and as directed. |
| 30 | Demolition and breaking up drain pipes of size 200mm dia (salt glazed ware AC or reinforced concrete) set in cement mortar complete all as specified and as directed. |
| 31 | M&L 150 mm internal dia salt glazed stoneware drain pipes, grade ‘A’ laid in trenches with cement joints complete all as specified and as directed |
| 32 | M&L 200 mm internal dia salt glazed stoneware drain pipes, grade ‘A’ laid in trenches with cement joints complete all as specified and as directed |
| 33 | M&L 150 mm bore RCC pipes, class NP3 laid and jointed with cement joints complete with collars and laying in trenches complete all as specified and as directed |
| 34 | M&L 200 mm bore RCC pipes, class NP3 laid and jointed with cement joints complete with collars and laying in trenches complete all as specified and as directed |
| 35 | M&L Concrete bed to drain pipes of bore 150 mm dia of pipes with PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and directed. |
| 36 | M&L Concrete bed to drain pipes of bore 200 mm dia of pipes with PCC (1:3:6) type C-2 (using 40 mm graded stone aggregate) including packing under and haunching against the side of pipes after they are laid and tested complete all as specified and directed. |
| 37 | M & L Mild steel plates (plain or chequered) channels/ angles, square cut or notched (ordinary and counter sunk) forming holes, without any attachment Fe(450)-W,(Gde 250 E 250 quality A) complete all as specified and as directed. |
| 38 | M & L Preparation of new or previously untreted steel or iron surfaces over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed. |
| 39 | Cutting into existing manholes for connecting new drains of size 100 mm dia making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and directed. |
| 40 | Cutting into existing manholes for connecting new drains of size 150 mm dia making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and directed. |
| 41 | Cutting into existing manholes for connecting new drains of size 200 mm dia making good to pipe and rendering cutting out existing benching for and forming branch channel (1/2 round or 3/4 round section) in cement concrete 1:2:4 type B1, smooth finished and reforming benching as required complete all as specified and directed. |
| 42 | S&F in repairs 100 mm bore PVC (SWR) floor trap/Nahni trap, plain with grating including jointing to waste pipe fixed with using PCC (1:2:4) type B1 complete all as specified and as directed. |
| 43 | Demolition of cement concrete in ground floors and pavings not exceeding 15 centimetre thickness (below or above ground level) ncluding removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 44 | M&L 40mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floor finishes and finished even and smooth using extra cement complete all as specified and as directed. |
| 45 | M&L 75 mm thick PCC (1:4:8) type D2 (using 40 mm graded stone aggregate) as in sub base to floor complete all as specified and as directed. |
| 46 | M&L 75 mm thick PCC (1:3:6), type C2 (using 40mm graded stone aggregate) as in plinth protection laid in alternative bays finished even and smooth without using extra cement including making 10 mm wide grooves to full depth at 3 m interval and at every change of direction and filling the grooves with mixture of bitumen and sand mixed in the ratio of 1:3 by weight and top 10 mm depth sealed with sealing compound grade ‘A’ complete all as complete all as specified and as directed. |
| 47 | Dismantling stone slabs and tiles of any description or thickness in floors aprons etc laid bedded and pointed in any mortarncluding removal of rubbish/ demolished materials out of MD land complete all as specified and directed. |
| 48 | M&L Sand filling under floor/ below interlocking paver blocks or in foundations including well ramming complete all as specified and directed. |
| 49 | M&L 60 mm thickness, M-35 grade Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape & size conforming to IS 15658-2006 of etc complete all as specified and as directed. |
| 50 | M&L 80 mm thick M-40 grade Machine pressed precast concrete interlocking paver block with grey cement and pigment (glossy finish) any shape and size conforming to IS 15658-2006 complete all as specified and as directed. |
| 51 | M&L Designer rubber moulded chequerred cement concrete tiles of size 300 x 300 x 22mm or 250 x 250 x 22mm thick with mixture of grey and white cement in equal porportions with pigments and set and pointed in neat cement slurry in floors over and including screed bed or bedding layer 15 mm thick CM (1:6) for laying floor finishes etc complete all as specified and as directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 06, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayJul 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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