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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.0 LAccepted-AOC NO 6 G 2 SS ENCLAVE 1ST MAIN 1ST CROSS INDIAN EXPRESS LAYOUT VIRUPAKSHAPURA VIDYARANYAPURA POST BANGALORE 560 097 | BENGALURU URBAN | KARNATAKA | 560097 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹17.0 L+₹63,186 (3.87%)Rejected-AOC NO 1 1ST MAIN ANANDNAGAR ATRIA INSTITUTE OF TECHNOLOGY CAMPUS HEBBAL BANGALURU 560 024 | BENGALURU URBAN | KARNATAKA | 560024 | L2 | Rejected-AOC NOT LOWEST | |
| 3 | L3₹17.5 L+₹1.2 L (7.17%)Rejected-AOC NO 354 2ND CROSS VARADARAJNAGAR VIDYARANYAPURA POST BANGALORE 5600 097 | 5600097 | L3 | Rejected-AOC NOT LOWEST | |
| 4 | L4₹19.1 L+₹2.8 L (16.9%)Rejected-AOC | L4 | Rejected-AOC NOT LOWEST | |
| 5 | L5₹22.4 L+₹6.0 L (37.1%)Rejected-AOC 6 A FIRST MAIN NEAR JAMIYA MASJID ISLAMPUR ANNASANDRAPALAYA HAL VIMANAPURA POST BANGALORE 560 017 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560017 | L5 | Rejected-AOC NOT LOWEST |
| Sl No | Description | Qty | Unit | VIKAS CONSTRUCTIONS L1 | Eeguchi Constructions L2 | MAA ENGINEERING SERVICERS L5 | AMR CONSTRUCTIONS L4 | S S BUILDERS L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Machine and labour for Mechanically pumping out sewage liquid from septic tanks of any size and depth and removal the same to distance/place as earmarked by state auth out side defence land including any type of T & P required etc. dewatering of water complete all as directed. | 30 | 1000 Litre | 800 ₹24,000 | 900 ₹27,000 | 3,200 ₹96,000 | 1,200 ₹36,000 | 500 ₹15,000 Lowest |
| 2.00 | Removing carefully the cover slabs of man holes of any size and shape and removing the scum/sludge including any organic or inorganic materials to a distance exc 1000m and not exc 1500m and deposting eco friendly where as directed by Engineer-in-charge including cleaning manholes using bleaching powder after cleaning the sludg to the satisfaction of Engineer-in-charge and setting the manhole cover in position & set in CM (1:6 ), depth of manhole upto 1.50mtr complete all as specified & directed..
Note: Manhole cover if provided new shall be measured & paid separately. | 305 | Each | 50 ₹15,250 | 39 ₹11,895 Lowest | 300 ₹91,500 | 85 ₹25,925 | 50 ₹15,250 |
| 3.00 | All as per item No 2 herein before but depth of manhole exc 1.5m but n.exc 3.00mtr | 125 | Each | 55 ₹6,875 Lowest | 58 ₹7,250 | 320 ₹40,000 | 98 ₹12,250 | 55 ₹6,875 Lowest |
| 4.00 | All as per item No 2 herein before but depth of manhole exc 3.00m but n.exc 4.00mtr | 20 | Each | 60 ₹1,200 Lowest | 65 ₹1,300 | 350 ₹7,000 | 107 ₹2,140 | 60 ₹1,200 Lowest |
| 5.00Note for Item No 1 to 4:- (a) Contractor shall detail his supervisor to attend office of AGE B/R North daily by 9.00 AM to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) both the complaint cell located at (Vasanth enclave, PRTC,106 Inf BN, MI line, ML line, Katoch line & 160 MCO Det) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion by 5.00 PM same day. | ||||||||
| 5.10(c) 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 detected/completed same day and concerned JE / Engineer-in-Charge is not 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 fail. (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. 200/- per complaint shall effected from dues to Contractor. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint. | ||||||||
| 6.00 | Machine & labours for Cleaning of blocked sewage drain pipe 100/110mm dia till the flow of sewage/sludge water is smooth including taking out all sludge/mud from pipes by means of mechanically by pressure vehicle or roding & remove to a distance exc 1000m but n.exc 1500m and depositing eco friendly where directed by Engineer-in-charge | 150 | RM | 12 ₹1,800 | 8 ₹1,200 Lowest | 30 ₹4,500 | 55 ₹8,250 | 12 ₹1,800 |
| 7.00 | All as per item No 6 herein before but internal Dia of the Pipe 150mm | 500 | RM | 12 ₹6,000 | 10 ₹5,000 Lowest | 40 ₹20,000 | 50 ₹25,000 | 14 ₹7,000 |
| 8.00 | All as per item No 6 herein before but internal Dia of the Pipe 200mm | 1,200 | RM | 13 ₹15,600 | 11 ₹13,200 Lowest | 45 ₹54,000 | 70 ₹84,000 | 16 ₹19,200 |
| 9.00 | All as per item No 6 herein before but internal Dia of the Pipe 300mm | 80 | RM | 13 ₹1,040 Lowest | 13 ₹1,040 Lowest | 50 ₹4,000 | 72 ₹5,760 | 19 ₹1,520 |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
18 Nov 2025, 6:00 pmClosed
CWE (ARMY) BANGALORE
CWE (ARMY) BANGALORE, 101, DICKENSON ROAD, BANGALORE - 560042
CLEANING OF SEWAGE LINE, MANHOLES AND SEPTIC TANKS AND MISC REPAIRS TO UPKEEP THE HYGIENIC CONDITIONS, AREA DRAINAGE, FOOTPATH, PLINTH PROTECTION, FENCING UNDER AFSOD/13 PARA SF AREA UNDER GE (NORTH) BANGALORE
2025_MES_737212_1
86497/E8
Open Tender
Civil Works
Item Rate
270 days
CWE (ARMY) BANGALORE
AS PER TENDER
8 documents required · 8 mandatory
₹500
GE (NORTH) BANGALORE
₹48,000
3 Mar 2026
28 Oct 2025
25 Nov 2025
28 Oct 2025
18 Nov 2025
11 Nov 2025
28 Oct 2025 - 4 Nov 2025
Amount
Machine and labour for Mechanically pumping out sewage liquid from septic tanks of any size and depth and removal the same to distance/place as earmarked by state auth out side defence land including any type of T & P required etc. dewatering of water complete all as directed.
Removing carefully the cover slabs of man holes of any size and shape and removing the scum/sludge including any organic or inorganic materials to a distance exc 1000m and not exc 1500m and deposting eco friendly where as directed by Engineer-in-charge including cleaning manholes using bleaching powder after cleaning the sludg to the satisfaction of Engineer-in-charge and setting the manhole cover in position & set in CM (1:6 ), depth of manhole upto 1.50mtr complete all as specified & directed.. Note: Manhole cover if provided new shall be measured & paid separately.
All as per item No 2 herein before but depth of manhole exc 1.5m but n.exc 3.00mtr
All as per item No 2 herein before but depth of manhole exc 3.00m but n.exc 4.00mtr
Note for Item No 1 to 4:- (a) Contractor shall detail his supervisor to attend office of AGE B/R North daily by 9.00 AM to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) both the complaint cell located at (Vasanth enclave, PRTC,106 Inf BN, MI line, ML line, Katoch line & 160 MCO Det) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion by 5.00 PM same day.
(c) 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 detected/completed same day and concerned JE / Engineer-in-Charge is not 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 fail. (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. 200/- per complaint shall effected from dues to Contractor. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.
Machine & labours for Cleaning of blocked sewage drain pipe 100/110mm dia till the flow of sewage/sludge water is smooth including taking out all sludge/mud from pipes by means of mechanically by pressure vehicle or roding & remove to a distance exc 1000m but n.exc 1500m and depositing eco friendly where directed by Engineer-in-charge
All as per item No 6 herein before but internal Dia of the Pipe 150mm
All as per item No 6 herein before but internal Dia of the Pipe 200mm
All as per item No 6 herein before but internal Dia of the Pipe 300mm
Clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/nahani traps, soil waste/vent pipes gully trap upto 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a place as earmarked by state authorities out side the defence land to the entire satisfaction of Engineer-in-charge.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in hard / dese soil etc complete all as specified and directed
All as per item No 11 herein before but exceeding 1.5m but not exceeding 3.0m depth
Demolition and breaking up drain pipe 150 mm internal dia (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.
Demolition and breaking up drain pipe 200 mm internal dia (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.
Demolition and breaking up drain pipe 300 mm internal dia (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.
M&L for Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in bed to 150 mm dia drain pipes including packing under and haunching against the sides of pipe & tested after completion complete all as specified and directed.
M&L for Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in bed to 200 mm dia drain pipes including packing under and haunching against the sides of pipe & tested after completion complete all as specified and directed.
M&L for Plain cement concrete (1:4:8) type D-2 using 40mm graded stone aggregate as in bed to 300 mm dia drain pipes including packing under and haunching against the sides of pipe & tested after completion complete all as specified and directed.
M&L for laying Double Wall Corrugated Polyethelrne (DWCPE) 150 mm dia pipes laid in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed.
M&L for laying Double Wall Corrugated Polyethelrne (DWCPE) 200 mm dia pipes laid in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed.
M&L for laying Double Wall Corrugated Polyethelrne (DWCPE) 300 mm dia pipes laid in trenches Class SN-4 conforming to IS 16098 (Part -2) in 6 mtr length with coupler complete all as specified and directed.
M&L for Cutting into existing manholes for connecting new drains, 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 internal dia of pipe complete all as specified and directed.
M&L for Cutting into existing manholes for connecting new drains, 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 200 mm internal dia of pipe complete all as specified and directed.
Demolition of reinforced cement concrete in ground floor and paving not exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L for Pre-cast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM (1:6) complete all as specified and directed.
M&L for Mild Steel TMT bar 6 to 8mm dia 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.
Taking down cement plaster any description from brick or stone walls and including wall tiles etc including raking out joints, hacking for key, scrubbing down with water complete all as specified and directed.
Demolition of brick work or stone/boulder masonry built in cement mortar including all quoins, arches, pillars etc complete all as specified and directed.
M&L for Pre-cast cement concrete (1:3:6) type C-1 using 20mm graded stone aggregate as in solid block masonry exc. 10 cm in width and setting in mortar (1:4) complete all as specified and as directed
M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and directed.
M&L for PCC (1:2:4) type B-2 using 40 mm graded stone aggregate as in surface channels and drains complete all as specified and directed.
M&L for cement concrete (1:2:4) type B-0 using 12.5mm graded stone aggregates as in copings, fixing of post/ Chajja kerbs, roof padding/staging of water tank etc including necessary fromwork, weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed
M&L for rendering 15mm thick cement mortar (1:4) on fair faces of brick work or concrete surface of wall mixed with water proofing compound as per manufacturer instruction finished even and smooth without using extra cement complete all as specified and directed Notes :WPC shall be meased and paid sepeartely
M&L for rendering 10 mm thick cement mortar (1:4) on fair faces of brick work or concrete surface finished even and smooth without using extra cement etc complete all as specified and as directed
Supply only liquid water proofing compound, ISI marked, complete all as specified and as directed.
M&L for 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 and directed.
Dismantling of stone slabs and tiles laid dry or laid dry and pointed of any description or thickness in floors, aprons etc. complete all as specified and directed.
Dismantling of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc.complete all as specified and directed.
M & L for Plain cement concrete (1:3:6) type C-2 using 40 mm graded crushed stone aggregate as in 75 mm thick subbase / plinth protection complete all as specified and directed.
M & L for Plain cement concrete (1:4:8) type D-2 using 40 mm graded crushed stone aggregate as in 100mm thick subbase complete all as specified and directed.
M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, with grey cement and pigments set, jointed and pointed in neat cement slurry laid in floors over & including screed bed or bedding layer 20mm thick CM (1:6) complete all as specified & directed.
M&L for Sand filling under floors or in foundation including watering and consolidation complete all as specified and as directed.
M&L for Machine pressed precast concrete interlocking paver block with grey cement and pigments any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade complete all as specified and as directed.
S & F in repairs PVC (SWR) pipes 75 mm dia bore single socketed in any length with rubber ring joints fixed to walls including necessary fittings all as specified and as directed.
S & F in repairs PVC (SWR) pipes 75 mm dia bore single socketed in any length with rubber ring joints laid in trenches or in floors including necessary fittings all as specified and as directed.
S & F in repairs PVC (SWR) pipes 110 mm dia bore single socketed in any length with rubber ring joints fixed to walls including necessary fittings all as specified and as directed.
S & F in repairs PVC (SWR) pipes 110 mm dia bore single socketed in any length with rubber ring joints laid in trenches or in floors including necessary fittings all as specified and as directed.
S&F in repairs PVC (SWR) Bends 75mm dia bore with access door of any radius all as specified and as directed.
S&F in repair PVC (SWR) Bends 110mm dia bore with access door all as specified and as directed.
S&F in repair PVC (SWR) junction single(single T) equal or unequal 75mm dia with access door all as specified and as directed.
S&F in repairs PVC (SWR) junction single(single T) equal or unequal 110mm dia with access door all as specified and as directed.
S&F in repairs PVC (SWR) branch piece, double (single Y) equal or unequal 75mm dia all as specified and as directed.
S&F in repairs PVC (SWR) branch piece, double (single Y) equal or unequal 110mm dia all as specified and as directed.
Returning, filing in, soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick etc complete all as specified and directed
Removal of excavated soils not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed
M&L for Mild steel rolled sections as in main and cross beams, hip and jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates conforming to Fe 410 -W (Gde- E- 250) quality-A complete all as specified and directed
S&F Pre- painted galvalume sheets aluminum zinc coating, 150AZ, GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including dismantling of sheet of any type and any thickness complete all as specified and directed.
S&F Pre-painted galvalume aluminum zinc coating, 150AZ, GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including dismantling of sheet of any type and any thickness complete all as specified and directed.
Dismantling of Fencing posts or struts (wood, steel RCC) any section, posts embeded in cocrete, brick work, masonry etc, including taking out embeded portion and making good distrubed ground complete all as specified and as directed
S & F mild steel works conforming to Fe 290 Gde E-165 as in angle iron post and struts in fencing including cutting tops to shape as directed drilling holes notching for wire etc. all necessary drilling, bolting of riveting etc. etc complete all as specified and as directed
M&L for PCC (1:3:6) type C-2 using 40mm graded stone aggregate as in fixing of post/ drain foundation filling and mass concrete complete all as specified and directed.
S&F Galvanised steel Chain link fencing with size of mesh 50x50mm and thickness of wire 2.8mm, including fixing of line wires/flats, rails, straining bolts etc including provision of binding wires including dismantling of Chain link fencing, any type and mesh etc., complete all as specified and as directed (Note : MS line wire and flat iron, bolt & nuts measured & paid separatly)
S&F in repairs Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed
Restraining,resecuring including making good Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails straining bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured)
S&F Mild steel screw bolts, Machine made, dia of neck 10mm not exc 5cm long, with hexagonal or square heads at one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut complete all as specified and as directed
M&L for Mild steel round bars 10mm dia and over, 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 complete all as specified and as directed
M&L for Preparation of new steel and iron surfaces of any description, over 10 cm in width or girth , not otherwise described and painting with two coats of synthetic enamel paint over a coat of red oxide primer etc complete all as specified and as directed
M & L for Granite 20 mm thick (of any type) work (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite ,including cutting and polishing laid on screed bed 15 mm thick CM (1:4) set and jointed, laid bedded and pointed including dismantling of old stone slabs in any mortar complete all as specified & directed
M & L for Edge moulding to 18-20mm thick granite stone of any description of counters vanities etc. including machine polishing to edge to give high gloss finish etc complete all as specified
M & L for PVC sheet fillet of width 35mm x 5mm thick for wall paneling including fixing on wall to make PVC Frame as per specification complete all as specified & directed.
M & L for Prelam PVC sheet 5mm thick in strips & channel feathered at the edges for fixing on Solid PVC Wall Lining, Insulated PVC Wall Lining and Solid PVC Partitions including Solvent Cement and fixing at site including dismantling of old wall boarding including cover fillet complete all as specified & directed.
Eeguchi Constructions (BID ID -3480733)
S S BUILDERS (BID ID -3477088)
AMR CONSTRUCTIONS (BID ID -3477287)
MAA ENGINEERING SERVICERS (BID ID -3479252)
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