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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-Finance 7 MULLAI NAGAR MAIN ROAD WEST TAMBARAM CHENNAI 600045 | CHENGALPATTU | TAMIL NADU | 600045 | ₹42.4 L | L1 | Accepted-Finance Found in order and accepted |
| 2 | L2₹49.4 LAccepted-Finance | ₹49.4 L | L2 | Accepted-Finance Found in order and accepted |
| 3 | L3₹49.9 LAccepted-Finance | ₹49.9 L | L3 | Accepted-Finance Found in order and accepted |
| 4 | L4₹50.0 LAccepted-Finance | ₹50.0 L | L4 | Accepted-Finance Found in order and accepted |
| 5 | L5₹50.4 LAccepted-Finance | ₹50.4 L | L5 | Accepted-Finance Found in order and accepted |
| Sl No | Description | Qty | Unit | DJ Group L7 | Sri Mahalakshmi Enterprises L4 | ASHWIN ASSOCIATES L3 | SRI BALAJI CONSTRUCTIONS L2 | Raju Builders L1 | ragavbuilders L6 | SRI VISHAKHA ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Mechanised Cleaning of septic tanks by bailing out fluid, removing sediments, sludges washing septic tanks floor and walls with fresh water cleaned with wire brush, filling with fresh water and little quantity of well digested sludge complete all as specified and directed by the Engineer-in-charge for the following capacity of septic tanks. Note: The quoted rate shall be inclusive of following:- (i) Solids/sludges removed from septic tank to be filled in excavated pit 3metre away from Septic tank and coverd with mud. (ii) Sorrounding area of septic tank shall be cleared off from shrubs and other wild growth alround 3metre away from the outer edge of the wall. | ||||||||||
| 1.01 | 500 users septic tank capacity | 1 | Each | 36,000 ₹36,000 | 35,000 ₹35,000 | 35,000 ₹35,000 | 36,000 ₹36,000 | 35,100 ₹35,100 | 33,000 ₹33,000 | 36,000 ₹36,000 |
| 1.02 | 250 users septic tank capacity | 2 | Each | 22,000 ₹44,000 | 25,000 ₹50,000 | 21,000 ₹42,000 | 20,000 ₹40,000 | 20,600 ₹41,200 | 19,000 ₹38,000 | 27,000 ₹54,000 |
| 1.03 | 200 users septic tank capacity | 2 | Each | 12,000 ₹24,000 | 15,000 ₹30,000 | 18,000 ₹36,000 | 19,000 ₹38,000 | 18,100 ₹36,200 | 17,500 ₹35,000 | 18,000 ₹36,000 |
| 1.04 | 100 users septic tank capacity | 2 | Each | 14,000 ₹28,000 | 10,500 ₹21,000 | 13,500 ₹27,000 | 14,000 ₹28,000 | 13,400 ₹26,800 | 12,800 ₹25,600 | 13,500 ₹27,000 |
| 1.05 | 50 users septic tank capacity | 3 | Each | 8,800 ₹26,400 | 7,500 ₹22,500 | 9,000 ₹27,000 | 10,000 ₹30,000 | 8,050 ₹24,150 | 8,500 ₹25,500 | 810 ₹2,430 |
| 1.06 | 25 users septic tank capacity | 2 | Each | 7,700 ₹15,400 | 5,000 ₹10,000 | 7,500 ₹15,000 | 8,900 ₹17,800 | 7,150 ₹14,300 | 7,350 ₹14,700 | 7,200 ₹14,400 |
| 2.00Mechanised Cleaning of manholes by bailing out fluid and removing sediments, washing manhole floors and walls with wire brush including filling with fresh and clean water and cleaning the sludge complete all as specified and as directed by the Engineer-in-Charge. | ||||||||||
| 2.01 | Manhole depth not exc 450mm | 40 | Each | 72 ₹2,880 | 65 ₹2,600 | 63 ₹2,520 | 70 ₹2,800 | 54 ₹2,160 | 58 ₹2,320 | 63 ₹2,520 |
| 2.02 | Manhole depth exc 450mm and not exc 600mm | 65 | Each | 92 ₹5,980 | 75 ₹4,875 | 70 ₹4,550 | 70 ₹4,550 | 64 ₹4,160 | 65 ₹4,225 | 54 ₹3,510 |
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
4 May 2026, 6:00 pmClosed
Garrison Engineer, St.Thomas Mount, Chennai
Garrison Engineer, St.Thomas Mount, Old MH Complex, Rudra Road, Chennai-600 016
REPAIRS AND MECHANISED CLEANING OF SEWAGE LINES, MANHOLES, SEPTIC TANKS, FILTER BED AND CLEANING OF WATER TANKS FOR PO COLONY, USMAN LINE, AIR EMBARKATION, AFT, MATYAS NAGAR AND RUDRA ROAD AT OTA CHENNAI UNDER GE STM.
2026_MES_759282_1
8245/E8
Open Tender
Construction Works
270 days
Garrison Engineer, St.Thomas Mount
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
Garrison Engineer, St.Thomas Mount
₹90,000
Yes
13 May 2026
6 Apr 2026
11 May 2026
6 Apr 2026
4 May 2026
20 Apr 2026
6 Apr 2026 - 13 Apr 2026
Mechanised Cleaning of septic tanks by bailing out fluid, removing sediments, sludges washing septic tanks floor and walls with fresh water cleaned with wire brush, filling with fresh water and little quantity of well digested sludge complete all as specified and directed by the Engineer-in-charge for the following capacity of septic tanks. Note: The quoted rate shall be inclusive of following:- (i) Solids/sludges removed from septic tank to be filled in excavated pit 3metre away from Septic tank and coverd with mud. (ii) Sorrounding area of septic tank shall be cleared off from shrubs and other wild growth alround 3metre away from the outer edge of the wall.
500 users septic tank capacity
250 users septic tank capacity
200 users septic tank capacity
100 users septic tank capacity
50 users septic tank capacity
25 users septic tank capacity
Mechanised Cleaning of manholes by bailing out fluid and removing sediments, washing manhole floors and walls with wire brush including filling with fresh and clean water and cleaning the sludge complete all as specified and as directed by the Engineer-in-Charge.
Manhole depth not exc 450mm
Manhole depth exc 450mm and not exc 600mm
Manhole depth exc 600mm and not exc 750mm
Manhole depth exc 750mm and not exc 1.0m
Manhole depth exc 1.0m and not exc 1.50m
Manhole depth exc 1.50m and not exc 2.50m
Manhole depth exc 2.50m and not exc 3.00m
Cleaning of drains by bailing out fluid and removing sedimentsr and cleaning the sludge complete all as specified and as directed by the Engineer-in-Charge.
Drain depth not exc 300mm
Drain depth not exc 300mm and not exc 450mm
Drain depth not exc 450mm and not exc 600mm
Drain depth not exc 600mm and not exc 1200mm
Note:- (a) Contractor shall detail his supervisor to office of AGE B/R Mount daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) both the complaint cell located at (Inside OTA of Lawrenec e Road,Cadet accn,ATA Area,DSC Line,New Demo Coy,Office buildings,OTA House,Eqtn sec,MT Area and etc) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails. (d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 500/- per complaint shall affected from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.
Rodding the existing sewage pipe line and removing all sludges and foreign matters completely and neatly from the pipe line and making good to servicable condition and ensuring free flow of sewage for 100mm bore of pipe.
All as per item No .4 here in before but 150 mm bore of pipe
All as per item No 4 here in before but 200 mm bore of pipe
Mechanised Cleaning the RCC service tanks by bailling out water, cleaning the floor and wall by scrubing with wire brush, cleaning the sediments, mud, dust and removing the vegitation and fungus, washing with fresh water and applying two coat of white wash,repositioning the lid and complete for water tank capacity up to 500 litres all as directed by Engineer-in-Charge.
All as per item No 7 here in before but 501 to 1000 ltrs capacity
All as per item No 7 here in before but 1001 to 2000 ltrs capacity
All as per item No 7 here in before but 2001 ltrs and above capacity
M&L for seven stage cleaning and sterilization of inside the RCC/ PVC water storage tank of capacity not exceeding 500 ltr of any description and in any position comprising following cleaning and sterilization of water tanks through bacteriological treatment by using terbac g5/inchlor-5/nb-10/ terbac-g-65/ inoxi-60/nb-69 and ultra violet ray. make: rays cleantech/ inus watertech/ satya enterprise. location: saa seven stages are as under plants:- (a). first stage is to drain out the water by using exit valve or high capacity dewatering system. (b). second stage is cleaning all the algae formation inside the tank by using terbac g10/ inoxi-60/nb-69 laboratory tested branded chemical of the company ans scrubbing the walls of the tanks. (c). third strage is fresh water cleaning by high speed jet pump. (d). fourth stage and first bacteria screening is decertification by using terbac-g5/ inohor-5/nb-10 a govt laboratory certified brannded halogen compound or e in c approved equivalent product (e). fifth stage is cleaning the floor of water tank by industrial vaccum cleaner. (f) . sixth stage is the second bacterio screening and sterilizing method by using ultra violet ray within the tnk and kills all suspended bacteria. (g) seventh stage of cleaning and third bacteria screening is to sterilize the floor of the water tank by using laboratory certified, branded strong oxidizing agent terbac-g65/inoxi-60/nb-69 or einc approved equivalent product.
Note:- (i) company will submit government laboratory test certificate of terbac-g5/inchlor-5/nb-10, terbac-g65/ inoxii-60/nb-69, before cleaning, fix the sticker mentioning the date of cleaning & name of site and also provide certificate confirming the completion of sterilization of water tanks mentioning the name of station and date of cleaning. all the cleaning & sterilization staffs should be under accidental insurance coverage) (ii) outlet pipe of oht should be plugged before cleaning the oht to avoid.entering scals and the same shell be reconnected after cleaning the oht and the quoted rate is deemed to include for the provision . (iii) sterilization team will be comprised of at least 30% members who are minimum 03 months certificate holder in water tanks sterilization. (iv) contractor will be responsible for rectification of complaints occurred during cleaning the tank ie. no water in tank/over flow due to broken of float valve/ blockage to be included in quoted rate. note:-the work shall be carried through specialized agency rays cleantech/ inus watertech/ satya enterprise.
All as per ser item No 11 above but for of inside the RCC/ PVC water storage tank of capacity not exceeding 1000 Ltr through bacteriological treatment by using TERBAC G5/Inchor-5/NB-10/ TERBAC-G-65/ Inoxi-60/NB-69 AND ULTRA VIOLET RAY. Make: RAYS CLEANTECH/ INUS WATERTECH/ SATYA ENTERPRISE.
All as per ser item No 11 above but for of inside the RCC/ PVC water storage tank of capacity not exceeding 2000 Ltr through bacteriological treatment by using TERBAC G5/Inchor-5/NB-10/ TERBAC-G-65/ Inoxi-60/NB-69 AND ULTRA VIOLET RAY. Make: RAYS CLEANTECH/ INUS WATERTECH/ SATYA ENTERPRISE.
Excavating in trenches, n exc 1.5m wide and n exc 1.5m in depth; for foundation, etc.n exc 10 sq m on plan and n exc 1.5m in depth and getting out in hard / dense soil.
All as per item No .15 here in before but depth exc 1.50 mtr but n.exc 3.00 mtr
Returning, filling in, including spreading, levelling watering and well ramming in layers n.exc 25cm with excavated soils all as specified.
Removing excavated material to a distance n.exc 50m depositing where directed at a level n.exc 1.5m above the starting point all as specified
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 150 mm internal dia of pipe complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 200 mm internal dia of pipe complete all as specified and directed.
Demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor for 300 mm internal dia of pipe complete all as specified and directed.
M&L for laying DWCP 150 mm dia pipes in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed by Engr-in-charge
M&L for laying DWCP 200 mm dia pipes in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed by Engr-in-charge
M&L for laying DWCP 300 mm dia pipes in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed by Engr-in-charge
M&L for PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 150mm bore all as specified.
M&L for PCC 1:3:6, type C2 (using 40mm grade stone aggregate) to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for 200mm bore all as specified.
M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate complete all as specified and directed.
M & L for UPVC pipes 150mm dia laid in trenches and jointed in CM 1:1 and tested as specified.
M&L Reinforced concrete pipes bore of pipe 150 mm (internal dia), class NP2, laid and jointed complete with collars all as specified.
M&L Reinforced concrete pipes bore of pipe 200 mm (internal dia), class NP2, laid and jointed complete with collars all as specified.
Demolition of cement concrete (reinforced) for any description and in any postion not other wise specifically provided for
Demolition of Brickwork built in cement mortar including all quoins, arches, pillars, etc, complete all as directed
Material and labour for plain Cement concrete type D2 1:4:8 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete all as specified.
Material and labour for PCC 1:2:4 type B1 using 20mm graded aggregate as in coping and benching incl weathering slightly rounded or chamfered angles and throating as directed including form work all as directed.
Material and labour for Brick work with fly ash bricks straight or curved on plan and 6 metre mean radius built in CM 1:4 all as specified
M & L for providing precast cement concrete Type B1 1:2:4 (20mm graded aggregate) in cover slabs and setting in Set in Cement Mortar 1:6 complete with joints to match all as specified.
M & L for Mild steel TMT bars 6 to 8 mm dia of grade Fe 500, cut to length, bent to shape required, including cranking, bending spirally for hooping 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 all as specified
Material and labour for rendering 15mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:4 and finished even and smooth with out using extra cement mixed with WPC @ 3%by weight of cement. Note :- WPC shall be measured and paid seperately.
Supply only intergral water proofing compound
Material and labour for Mild steel TMT bars 10mm dia and over of grade Fe 500, cut to length, bent to shape required, including cranking, bending spirally for hooping 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 all as specified.
M & L in repair PVC (SWR) gully trap 125/110mm setting and jointing with solvent cement all as specified.
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 B1 smooth finished and reforming benching as required 150mm bore all as specified.
Supply and fix PVC 150mm dia grating, square or round (with or without hole) and fixed in postion using cement mortar all as specified
Cutting opening around floor trap (wall junction) /nahani trap and repairing joint leaking using cement slurry including replacing the damaged traps and making good the surface to match with adjoining area and ensure leak proof joint all as specified and as directed.
S&F for FRP cover slab (Fiber Reinforced Plastic) manhole cover any size complete all as specified and directed.
Supply and fixed in repair PVC (SWR) pipes single socketed 75mm bore, in any length with rubber ring joints laid in trenches or in floors with clamps including removing old unserviceable all as specified
All as per item No 37 here-in-before but 110mm dia
Supply and fixed in repair PVC (SWR) bends any radius 75mm bore all as specified.
Supply and fixed in repair PVC (SWR) bends any radius 110mm bore all as specified.
Supply and fixed in repair PVC (SWR) bends any radius 110mm bore provided with access door all as specified
Supply and fixed in repair PVC (SWR) junction (Single T) radius 110mm bore.
Supply and fixed in repair PVC (SWR) vent cowl 110mm bore.
Supply and fixed in repair PVC (SWR) vent cowl 75mm bore.
S&F in repairs 20mm laying of CPVC pipe & all fittings / fixtures concealed to walls and ceilings or laid in floors complete all as specified.
S&F in repairs 25mm laying of CPVC pipe & all fittings / fixtures concealed to walls and ceilings or laid in floors complete all as specified.
S& F in repairs Ball valves high pressure of PTMT with epoxy coated Aluminium rod & high density plastic ball screwed for iron pipe 20mm Bore. (Minimum weight 210 gms)
All as per item No.47 here-in-before, but 25mm bore (Minimum weight 455 gms)
Taking down cement plaster of any description incl raking out joints, hacking for key, scrubbing down with water etc.
M&L for 15mm thick rendering in two layers of 10mm thick and 5mm thick on fair faces of brick work or concrete surfaces in cement mortar 1:6 finished even & fair, using water proofing compound in top layer complete all as specified and as directed. (WPC shall be measured and paid separately as "Supply only".)
Preparation of new plastered or unplastered surfaces of wall and applying two coats of cement base paint over a coat of alkali-resistant priming coat, complete all as specified and directed.
Taking down steel gates from its position and repair the same including throughtining alignment properly including welding additional stiffer,brases,pintol hinges locking arrangements etc and erecting the same back in position after applying one coat of synthetic enaemel paint in area of gate n.exc 5.00 Sqmts all as directed.
Demolition of cement concrete (unreinforced) in ground floors & pavings n.exc 15 cm thickness (below or above ground level), complete all as specified and directed.
M&L 75mm thick PCC 1:3:6 type C2 (40mm graded Aggregate) as in sub floors, sub bases, floors and pavings, etc complete all as specified and directed by Engr-in-Charge.
Sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed.
Machine pressed precast concrete interlocking paver block with grey cement and no pigment, any shape, size and design as approved by Engr-in charge confirming to IS 15658-2006 of 80 mm thickness, M-35 grade, complete all as specified and directed.
Chequered coloured cement concrete tiles glossy finish of size 300 x 300 x 25mm thick, with grey cement and pigment, set, jointed and pointed in neat cement slurry, laid in floors, over and including 15 mm thick screed bed in cement mortar 1:6, complete all as specified and directed.
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