Tender For Repair/ Replacement And Cleaning Of Sewer Lines, Man Holes, Septic Tank Etc At 19 Ad Regt, 707 Tsu , 955 Ad Regt Wksp, 402 Lt/Ad Bty Under Ge(I) Gos
Tender Value
Ref. Documents
Estimated cost
Bid Submission
07 Aug 2026
5 days left
EMD
90000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganjam → Odisha
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair/ Replacement And Cleaning Of Sewer Lines, Man Holes, Septic Tank Etc At 19 Ad Regt, 707 Tsu , 955 Ad Regt Wksp, 402 Lt/Ad Bty Under Ge(I) Gos
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Jul-2026 | ReviseBOQ | BOQ | 07-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation over areas n exc 1.5 m deep in soft/ loose soil and getting out complete all as specified and directed. |
| 2 | Excavation over areas exc 1.5 m and n exc 3.00 m deep in soft/ loose soil and getting out complete all as specified and directed. |
| 3 | Excavation in trenches n exc 1.5 m wide n exc 1.5 m deep in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and not exc 1.5 m in depth and getting out. complete all as specified and directed. |
| 4 | Excavation in trenches n.exc 1.5 m wide but exc 1.5 m deep up to 3mtr depth in soft/ loose soil for foundation etc or for shaft, wells, manholes etc n exc 10 Sqm on plan and exc 1.5 m in depth but n.exc 3mtr depth and getting out. complete all as specified and directed. |
| 5 | Demolition of cement concrete(unreinforced)in ground floors and paving not exceeding 15cm thickness (below or above ground level) complete all as specified and directed |
| 6 | Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for such as cover slab of manholes and septic tank, etc, reinforcement cut as required to facilite demolition complete all as specified and directed |
| 7 | Taking out liquid/solid content from sump/septic tank and sewage lines using vehicle mounted sewer suction machine (Honey sucker) or through mechanically operated jetting system only including disposal of liquid/solid content out of the Cantt Area including cleaning thoroughly with fresh water complete all as specified and directed. Note:- Suction Unit shall be capable of syphoning out mud and slurry, grit and other material from sanitary, storm and sewerage systems from a depth of minimum 8 m. |
| 8 | Pumping out sludge including/dewatering, and cleaning of septic tank, manholes of any size by taking out mud/sludge/musk etc of any depth, in foul conditions and confined places, getting out and removing the sludge to a distance exc 250 m and n.exc 500 m and deposited where directed in and including borrow pits and covering the borrow pits with 15cms thick layer of soil complete all as specified and as directed. |
| 9 | Cleaning of sewage line including manholes of any dia by roding and flushing after cleaning and removing mud/sludge etc to a distance exc. 250m but n.exc 500m and spreading in low laying areas and covering with loose soil and complete all as specified and directed. Note:- Length shall be measured through out the manhole |
| 10 | M&L for cutting and removing wild bushes/ vegetation, surface dressing around the septic tank/sock well/ manholes to a distance of 2 mtrs and along sewage line all around and depositing surplus spoil/ rubbish exc 100M but n.exc 500 M complete all as specified and directed. |
| 11 | Cleaning and removing all blocked scale and dirt, etc, from manholes/traps/gully traps/tanks from mouths of circulating pipes, etc. including Disconnecting existing tanks, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position. |
| 12 | Demolition of brick work or rubbled stone masonry including all qoins arches , pillars etc built in cement mortar |
| 13 | M&L brick work using fly ash brick curved or straight on plan exc 6 mtr mean radius built in cm (1:4). complete all as specified and as directed by Engr-in-Charge. |
| 14 | M & L Brickwork with fly ash bricks in one brick thick honey comb walling, built in in Cement mortar 1:4 complete all as specified and directed. |
| 15 | M&L Brickwork with fly ash bricks, straight or curved on plan to any radius in half brick thick walls built in cement mortar 1:4 complete all as specified and directed. |
| 16 | M&L for walling of squared rubble, regular coursed, well bonded, bedded and solidly hearted built in cement mortar 1:6 complete all as specified and directed. |
| 17 | Demolition and breaking up 150/160mm dia drain pipes (salt glazed ware, AC or reinforced concrete or PE, DWC (Double wall corrugated pipes) set in cement mortar complete all as specified and directed |
| 18 | All as per item no 17 above but 200/225mm dia drain pipes |
| 19 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 150 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 20 | S & F ultra plus PE, DWC ( Double Wall corrugated ) pipes confirming IS-16098 Part - 2 : 2013 pertaining structured wall plastics pining system for Non - pressure drainage and sewerage 200 mm bore pipe and fittings with non smooth surface, type B complete all as specified and directed. |
| 21 | S&F in repair RCC NP2 pipe laid and joineted ,with coollar 200 mm dia complete all as specified and directed. In drain work |
| 22 | M&L Cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 100 to 150mm dia (RCC/PVC/DWP/SGR etc) pipe complete all as specified and directed |
| 23 | M&L Cement concrete bed to drain pipes including packing under ,hounching against the side of pipes after they are laid and tested in PCC (1:4:8) type D-2 for 200mm dia (RCC/PVC/DWP)/SGR) pipes complete all as specified and directed |
| 24 | Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc complete all as specified. |
| 25 | Material and Labour for cutting into existing manhole for connecting new drain, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 150 mm dia pipe complete all as specified and directed. |
| 26 | All as per item No 25 here-in-before but 200 mm internal dia of pipes. |
| 27 | Taking down eaves gutters and rain water pipes (any ize or patterns) including all heads,shoes,bends,swan-necks etc. |
| 28 | Supply and fix 110mm bore plain PVC (SWR) pipes single socketed in any length with rubber ring joints, clips etc laid in trenches , in floors or fixed to walls complete all as specified and as directed |
| 29 | All as per item no 28 above but bore of pipe 150mm dia |
| 30 | All as per item no 28 above but bore of pipe 75mm dia |
| 31 | M&L PVC (SWR) bend of radius 110mm dia |
| 32 | M&L PVC(SWR) Tee of radius 110mm dia |
| 33 | M&L PVC(SWR) junction doule (double T) Tee of equal or anequal 110mm dia |
| 34 | M&L PVC (SWR) bend of radius 75mm dia |
| 35 | M&L PVC (SWR) Tee of radius 75mm dia . |
| 36 | M&L PVC (SWR) vent cowl 110mm dia |
| 37 | Supply and fix clamp out of 50 mm by 5 mm flat iron and 16 mm dia round iron stay, including bolts and nuts and securing ends of stay to wall or roof for 110 mm PVC pipe including dismantling. |
| 38 | All as per item No 37 above but for 75 mm bore of pipe |
| 39 | M&L Cement concret(1:4:8) Type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete |
| 40 | Material and labour for 75mm thick PCC 1:3:6 Type C2 (40mm graded stone agg) as in plinth protection, surface is to be finished even and fair without using extra cement complete all as spd and directed |
| 41 | Material and labour for pre-cast reinforced cement concrete 1:3:6 type C-1 (20mm graded crushed stone aggregate) as in cover slab for manholes in any position and set in cement morter 1:4 including necessary form work complete all as specified and as directed |
| 42 | M&L reinforced cement concrete 1:2:4 type B 1 (using 20 mm graded aggregate) as in slabs supported on walls, beams and columnsin floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. |
| 43 | Use and waist form work to soffits of suspended slabs, beam, chajja, shelves, pillars/post etc n.exc.200mm thick |
| 44 | Material and labour for providing plain cement concrete 1:2:4 type B-1(20mm graded crushed stone aggregate) set in CM 1:4, as in copings, including necessary form work complete all as specified and as directed |
| 45 | M&L Mild steel TMT bars 10mm dia and over, cut length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips quality conforming to complete all as specified and directed. |
| 46 | M&L Mild steel TMT bars 6mm to 8mm dia cut to length, including cranking,bending etc and binding with mild steel wire(annealed) not less than 0.9mm dia |
| 47 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. |
| 48 | M&L rendering 15 mm thick in cement mortar 1:4 on wall of brick work or concrete surface, finished fair and even all as specified and directed. |
| 49 | M&L rendering on other than fair faces of brick work 15mm thick in CM 1:6 and to be finished smooth and even with out using extra cement for internal surface complete all as specified and as directed by Engr-in-Charge. |
| 50 | M&L for setting coat of 3mm thick,trowelled to even and smooth finish by cement plastar 1:2 complete all as specified and directed. |
| 51 | Dismantling posts or struts (wood, steel or R.C.C.) any section embeded in concrete, including taking out embedded portion and making good disturbed ground all as directed |
| 52 | Dismantling fencing wire mesh, any type complete all as spd and directed |
| 53 | Dismantling barbed wire, any type and in any positions complete all as spd and directed |
| 54 | S&F galvanised stand steel barbed wire 2.24 mm dia barbed with 2mm dia barbes at 75 mm spacing and straining and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised MS wire stapples or steel pins etc as directed (each line of wire to be measured seperately) |
| 55 | Re-fixing only of any dia barbed wire with any dia barbes and fixing to any type of standard rails straining bolts including securing or tying at crossing with and provision of galvanised MS wire stapples or steel pins etc as directed |
| 56 | Excavating in post holes (or similar holes) each n exc 0.5 cum in soft/loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 m and making good surfaceall as directed |
| 57 | Providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precast posts, fencing posts, straining or terminal posts, struts etc. for fencing, average sectional area n exc 100 sq. cm, with or without chamfered angles and flat, splayed, rounded or mitred tops as directed and fixed |
| 58 | M&L for preparation of newly plastered or conc wall surface and applying two coats of white wash complete all as specified and directed |
| 59 | S/F MS work as in fencing posts angle iron/Tee section, drilled and countersunk for bolusters 8dia and over running bars, including embeding in concrete and scuring etc, post and struts in fencing including cuting tops to shape as directed, drilled holes, notching for wire, etc, flat iron fillets, (for securing wire mesh etc,) holding pr riveting etc, and similer work confirming to Fe-290 Gde E-165 |
| 60 | Dismantling fencing wire mesh any size or type,and removing the site complete all speciified and directed |
| 61 | S&F PVC insulated chain link fencing including line wire of size 3.15 mm dia and 100x100 mm mesh made up in mattresses or cases, lapped wire and laid in position to RCC fenccing and straining and fixing to any type of posts, straining bolts, standard bolt, incl securing or tying at crossing with and including provision of galvanized mild steel wire sraples or steel pins etc complete all as specified and directed (each line of wire to be measured for the purpose of payment) |
| 62 | S&F Flat Iron strip for securing chain link fencing with RCC posts incl drilling holes, notching for wire etc. for inserting bolts incl all necessary drilling, bolting or riveting etc. complete |
| 63 | S & F MS screwd bolt (machine made) hexagonal/squre headsat one end and sed the others, for screwd or both ends, each screwed and ends to be fitted with washers and one hexagonal/square nut, not exceeding 10 cm long. |
| 64 | M&L TMT bar 10 mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 65 | Ditto all as Item No-64 above but 6 to 8mm dia as in stirrups |
| 66 | M&L two coat synthetic enamel paint over a coat of red oxide primer on steel surfaces of any description over 10cm in width or girth not otherwise described including preparation of surfaces all as directed by Engr-in-charge |
| 67 | M&L for form work to rough finished surfaces of concrete as in foundations, footings, beams, columns, shelves, chajja etc complete all as spd and directed |
| 68 | M/L hard core gauge n.exc 63 mm deposited spread & levelled in layars n exc 15 cm thick watered & rammed in a true surface using broken stone or boulder . |
| 69 | M&L for coloured cheuered cement concrete tiles 20cmx20cmx25mm thick with gray cement and pigment, set,jointed and pointed in neat cement slurry in floors including 15mm thick screedbed in CM 1:6 all as spd and directed |
| 70 | M&L for pressed precast concrete interlocking paver block any shape and size confirming toIS 15658-2006 of 80 mm thick M-40 grade with gray cement and pigment complete all as specified and directed |
| 71 | M&L Sand filling under floors or in foundations including watering and consolidation |
| 72 | Removing excavated material n.exc. 50m and depositing where directed at a level n.exc. 1.5 m above the starting point. |
| 73 | Returning filling in including spreading leveling watering and well ramming in layers n.exc.25 cm |
| 74 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in floor 50 mm thick surface finished even and smooth complete all as specified and directed. |
| 75 | M&L for PCC 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in floor 25 mm thick surface finished even and rough to receive the topping layer complete all as specified and directed. |
| 76 | M&L for PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in Cement concrete in surface channels and drains surface finished even and smooth complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 07, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysTender Documents
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