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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 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 AOC | |
| 2 | L2₹27.9 L+₹2.4 L (9.60%)Rejected-Finance D NO 44 38 12 23 4 AVS PARADISE SRINIVASA NAGAR AKKAYYAPALEM POST VISAKHAPATNAM 530 016 | VISAKHAPATANAM | ANDHRA PRADESH | 530016 | L2 | Rejected-Finance Not Lowest | |
| 3 | L3₹28.5 L+₹3.0 L (11.7%)Rejected-Finance NO 71 1ST CROSS MUNESWARA BLOCK PALACE GUTTAHALLI BANGALORE 560 003 | BENGALURU URBAN | KARNATAKA | 560003 | L3 | Rejected-Finance Not Lowest | |
| 4 | L4₹30.3 L+₹4.8 L (18.8%)Rejected-Finance NO 228 3RD CROSS HRBR 3RD BLOCK NEAR JALVAYU VIHAR WEST GATE BANGALORE 560043 | BENGALURU URBAN | KARNATAKA | 560043 | L4 | Rejected-Finance Not Lowest | |
| 5 | L5₹31.9 L+₹6.4 L (25.2%)Rejected-Finance | L5 | Rejected-Finance Not Lowest |
Tender Value
₹39 L
EMD Value
₹78,000
Closing Date
2 Jul 2024, 6:00 pmClosed
GE NORTH BANGALORE
GARRISON ENGINEER NORTH BANGALORE T 64 MEANEE LINESMEG AND CENTRE BANGALORE 560042
CLEANING OF SEWAGE LINE MANHOLES AND SEPTIC TANKS MISC REPAIRS TO UPKEEP THE HYGIENIC CONDITIONS AREA DRAINAGE FOOTPATH PLINTH PROTECTION FENCING OF THE AREA UNDER HQ AFSOD 13 PARA SF AREA UNDER THE AOR AGE BR N OF GE N BANGALORE
2024_MES_657625_1
8470
Open Tender
Civil Works
Item Rate
270 days
BENGALURU
Class D Category a(i)
7 documents required · 7 mandatory
₹500
GARRISON ENGINEER NORTH BANGALORE
₹78,000
Yes
2 Sept 2024
4 Jun 2024
9 Jul 2024
4 Jun 2024
2 Jul 2024
11 Jun 2024
4 Jun 2024 - 18 Jun 2024
Amount
Mechanically pumping out sludge from septic tanks of any size and depth and removing 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 matters to a distance exc 50m and not exc 1500m and deposting eco friendly where as directed by engineer-in-charge and setting the man hole cover in position in CM (1:6 ) after cleaning the sludge upto 1.50mtr depths of manholes Note: Manhole cover if provided new shall be measured & paid separately.
All as per item No 2 above but for depth of manhole exc 1.5m but n.exc 3.00mtr
All as per item No 2 but depth of manhole exc 3.00m but n.exc 4.00mtr Note:- (a) Contractor shall detail his supervisor to office of AGE B/R North 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) at 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 safety 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 detected / completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied then 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 affected from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.
Cleaning of blocked sewage drain pipe 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 & removing the sludge / mud to a distance exc 50m and n.exc 1500m and depositing eco friendly where directed by engineer in charge.
All as per item No 5 but internal Dia of the Pipe 150mm
All as per item No 5 but internal Dia of the Pipe 200mm
All as per item No 5 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 auth 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. 10 above but for depth exceeding 1.5m but not exceeding 3.0m.
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 cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 150 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 cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 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 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 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 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 cement concrete reinforced in ground floor and paving n exc 15cm thick (below or above ground level) complete all as specified and directed.
M&L for Precast cement concrete 1:2:4 type B1 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 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 on 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 block masonry, Type C1 1:3:6 (20 mm graded aggregate) with solid blocks, exc. 10 cm in width and setting in mortar 1:4 , complete etc complete all as specified and as directed
Demolition of cement concrete and paving not exc 15 cm thick (below or above ground level) complete all as specified and as directed.
M&L for PCC 1:4:8 type D2 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, B0 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 on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 mixed water proofing compound as per manufacturer instruction to be finished even and smooth with out using extra cement complete all as specified and directed Notes :WPC shall be meased and paid sepeartely
M&L for rendering 10 mm thick in CM (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 water proofing compound (Liquid) complete all as specified and as directed.
M&L Extra for forming fair finished drain or channel 15/20/30 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.
Dismantling of stone slabs and tiles laid, bedded and pointed in any mortar of any description or thickness in floors, aprons etc.
M & L providing 75 mm thick cement concrete 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in subbase/plinth protection.
M & L providing 100mm thick cement concrete 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) as in subbase.
M&L for chequered cement concrete tiles 20cm x 20cm x 25mm thick, set ,jointed and pointed in neat cement slurry in floors.(with grey cement and pigments) over 20mm screed bed or bedding layer of mortor in CM 1:6 complete all as specified.
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 repair 75 mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including necessary fittings all as specified and as directed.
S & F in repair 75 mm dia bore PVC (SWR) pipes 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 repair 110 mm dia bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls including necessary fittings all as specified and as directed.
S & F in repair 110 mm dia bore PVC (SWR) pipes 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 75mm dia PVC (SWR) Bends with access door of any radious in repair
All as per item No. 48 for above but 110mm dia
S&F 75mm dia PVC (SWR) junction single (single T) equal or unequal with access door in repair
All as per item No. 50 for above but 110mm dia
S&F 75mm PVC (SWR) branch piece, double (single Y) equal or unequal in repair
S&F 110mm PVC (SWR) branch piece, double (double Y) equal or unequal in repair
Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed
Removal of excavated materials 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
M&L for MS 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).
S&F Pre- painted galvalume aluminum zinc coating 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 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 disturbed 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 incl cutting tops to shape as directed drilling holes notching for wire etc. incl all necessary drilling, bolting of riveting etc. etc complete all as specified and as directed
M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in fixing of post/ drain foundation filling and mass concrete complete all as specified and directed.
Taking down existing chain link fencing, and S&F new 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 ( Supply of MS line wire and flat iron, bolt & nuts measured & paid separatly) complete all as specified and directed by Engineer-in-charge.
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) incl taking out existing barbed wire fencing
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 steelpins, etc. as directed (each line wire to be measured) incl taking out existing barbed wire fencing
S&F of Mild steel screw bolts(Machine made, dia of neck 10mm) 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 n exc 5cm long.
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.
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 20 mm thick Granite (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 15 mm thick screed bed in CM 1:4 set and jointed including dismantling of old stone slabs laid bedded and pointed in any mortar complete all as specified
M & L for Providing edge moulding to 18-20mm thick granite stone any description of counters vanities etc. including machine polishing to edge to give high gloss finish etc complete all as specified
M & L for 5mm thick PVC sheet fillet of width 35mm for wall paneling inclusive of fixing on to wall to make PVC Frame as per specification and drawing complete all as specified
M & L for 5mm thick Prelam PVC sheet in strips & channel feathered at the edges for fixing on Solid PVC Wall Lining, Insulated PVC Wall Lining, and Solid PVC Partitions inclusive of Solvent Cement and fixing at site including dismantling of old wall boarding including cover fillet complete all as specified
Chaitanya Constructions
Lakkaiah Rangaswamy
S SELVALAKSHMI ENGINEER AND CONTRACTOR
SRUSHTI CONSTRUCTIONS
S SUDHAKAR
M/S J P Construction
AishwaryaConstructions
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