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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.9 LAccepted-AOC 606 80 FEET ROAD 7TH BLOCK 2ND PHASE BANASHANKARI 3RD STAGE BANGALORE 560 085 | BENGALURU URBAN | KARNATAKA | 560085 | L1 | Accepted-AOC Lowest Tender Accepted | |
| 2 | L2₹49.5 L+₹2.2 L (4.76%)Rejected-Finance NO 64 5TH C MAIN 7TH CROSS AGROGYAPPA LAYOUT KAMMANAHALLI NEAR RAJ KUMAR PARK BANGALORE 560084 | BENGALURU URBAN | KARNATAKA | 560084 | L2 | Rejected-Finance Rejected being L2 | |
| 3 | L3₹49.9 L+₹2.7 L (5.79%)Rejected-Finance NO 68 ANJANEYA TEMPLE CROSS OPP M S RAMAIAH HOSPITAL NEW BEL ROAD BANGALORE 560 094 | BENGALURU URBAN | KARNATAKA | 560094 | L3 | Rejected-Finance Rejected being L3 | |
| 4 | L4₹55.0 L+₹7.7 L (16.4%)Rejected-Finance 259 4TH CROSS HAL III STAGE BANGALORE 560075 | BANGALORE | BENGALURU URBAN | KARNATAKA | 560075 | L4 | Rejected-Finance Rejected being L4 | |
| 5 | L5₹55.2 L+₹8.0 L (16.9%)Rejected-Finance 2 FLAT NO 2 B GEETHANJALI CLASSIK APARTMENT 9TH CROSS KAGGADASAPURA CV RAMAN NAGAR BANGALORE 560 093 | BENGALURU URBAN | KARNATAKA | 560093 | L5 | Rejected-Finance Rejected being L5 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
17 Mar 2020, 6:00 pmClosed
GE I R AND D East Bangalore
GE RD East Bangalore 93
CERTAIN REPAIR TO SEWAGE PARKING PATH DRAIN CULVERT AND OTHER MISC WORK UNDER GEI RD EAST BANGALORE
2020_MES_322797_1
8905
Open Tender
Civil Works
Item Rate
270 days
GE I R AND D East Bangalore
D a (i)
8 documents required · 8 mandatory
₹500
Yes
GE I R AND D East Bangalore
₹96,000
Yes
30 Mar 2020
7 Feb 2020
23 Mar 2020
7 Feb 2020
17 Mar 2020
5 Mar 2020
8 Feb 2020 - 22 Feb 2020
Amount
Scarifying or picking gravelled macadam or bituminous macadam surfaces of affected grass area up to grass root exceeeding 50mm deep and not exceeding 100mm deep and area not exceeding 400 Sqmm complete all as specified and as directed
Material and labour for Premix bituminous macadam binder content 4% by weight of total mix laid/rolled and compacted to required gradient and camber (consolidated thickness 75mm) using paving bitumen complete rolled and consolidated with 8 to 12 tone power roller all as specified and as directed
Repairs to pot holes not exceeding 1 Sqm each including sweeping, free from dust and mud, or water, scoring sunken surfaces in roards,paths, etc cutting around edges to at 25mm in depth, making good by applying tack coat @ 5kg/xsqm ,putting in premixed bituminous macadam,well rammed and sealed with binder 9.80kgs per 10 sqm,blinded with 0.09cum of stone chipings,6.3mm size and again wel rammined (including supply of premixed macadam, binder and chippings) depth of pot hole exceeding 30mm etc complete
M&L Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer at 05 kg per 10 sq metre complete all as specified and directed.
M & L Bituminous premix asphaltic semi-dense concrete 30mm consolidated thickness with 5.5% binder content of paving bitumen any penetration by weight of total mix, rolled and compacted to required camber and gradient complete all as specified and directed by Engr-in-Charge.
M&L Cement concrete work in pavement / hard standing of flexural strength 40 kg/per square centimetre in field using 350 kg of cement per cubic metre, thickness of concrete 25 cm or less finishing the surfce of concrete pavements by brooming complete all as specified and as directed.
Forming only 20 mm wide expansion joints in pavements 150mm thick and filling with bituminous pre formed filled board upto approx 35 to 40mm below the top surface of slab complete all as specified and as directed
Forming only contraction (Dummy joints 65mm deep x 10mm wide and filling with bituminous pre formed filled board upto approx 30-35 below the top surface of slab complete all as specified and as directed
M&L Retro-Reflective Thermoplastic Road marking paint cofirming to MoRTH 803.4.2.1 3 specifications Colour WHITE/YELLOW all as directed by E-in-C Make : Auto mate/STP/Eqvl
Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for including removing debris/rubbish etc to a distance exceeding 5 KM and not exc 10 KM from the site complete all as directed
Demolition of brick work, for drain,brick work ,concrete or stone boulder masonry built in cement mortar complete and disposed off the debris outside MOD land complete all as directed
Material and labour for providing Pre-cast cement concrete block masonry 1:3:6 type C 1 with solid blocks, exceeding 10 cm in width and setting in mortar, complete set in cement mortar 1:6 complete all as specified and as directed
M & L for Walling of random rubble (Bangalore type), regular coursed, well bonded, bedded and solidly hearted, built in CM 1:6 all as specified
M & L for Walling of random rubble (Bangalore type), regular coursed, well bonded, bedded and solidly hearted, built in CM 1:6 but except Stone all as specified but except stone complete all as specified and as directed
Dismantling stone slabs and tiles of any description in floors, aprons etc laid, bedded and pointed in any mortar complete, including disposed off the debris outside MOD land complete
Material and labour for PCC 1:3:6, type C-2, (using 40 mm graded stone aggregate) as in sub base 100mm thick complete all as specified and as directed
Supply and fix Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of 60 mm thickness, M-35 Grade with gray cement and no pigment complete all as specified and as directed
Material and Labour for sand filling under floor including watering, consolidation, and well ramming complete all as specified and as directed.
Hard core broken stone of gauge n exc 63mm, deposited spread and levelled in layers not exc 20cm thick, watered and rammed to a true surface complete all as specified and as directed
M&L for PCC 1:4:8, type D2 (using 40 mm graded stone aggregate) as in foundation complete all as specified and as directed
M&L for PCC 1:3:6, type C2, 75 mm thick (using 40 mm graded stone aggregate) as in plinth protection finished even and smooth complete all as specified and as directed
Demolition of reinforced cement concrete in any description and in any position not otherwise specifically provided , (re-inforcement cut as required to facilitate demolition ) below or above ground level including removing debris/rubbish etc to a distance exceeding 5 KM and not exc 10 KM from the site complete all as directed
M&L for RCC M-25 ( Design Mix ) using 20 mm grade aggregate as in slabs supported on walls beam and colums in floors, roofs, landind, deck slabs and shelves complete all as specified and as directed. .
Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200m thick (Horizontal or sloping) complete all as specified and as directed
Formwork to edges of concrete flats, breaks in floors, openings in concrete walls, floors and roofs and sides of RCC/PCC bands in walls, horizontal or sloping, and similar work all n.exceeding 20cm wide. (Where RCC/PCC band in walls, spanning and opening.
M&L for providing precast cover slab in 1:2:4, type B-1 (using 20 mm graded stone aggregate) complete all as specified and as directed
S & F TMT steel bars 10 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia complete all as specified and as directed
S & F TMT steel bars 6-8 mm dia and over, cut to length bent to shape required, including cranking, bending spirally for hooping for columns, hooking end and binding with and including MS wire annealed not less than 0.9 mm dia complete all as specified and as directed
M&L Cast iron work grade FG 150, unmachined, in brackets, gully traps,gratings, railing, frames,manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops,parts of ranges, balusters and similar articles.
M&L for PCC 1:2:4, type B2 (using 20mm graded stone aggregate) as in surface channels & drains complete all as specified and as directed
M&L for desilting and cleaning drain from mud, hard material like stone/brick etc and disposed off outside MOD land complete all as directed.
M&L for PCC 1:2:4, Type B1 in coping (using 12.5mm graded stone aggregate) including necessary form work complete all as specified and as directed
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 as directed
Taking down plastering on brick or stone walls etc including racking out joints, hacking for key, scrubbing down with water etc.
M&L Rendering 15 mm thick stone masonry wall surfaces in cement mortar 1:6 finished even and smooth without using extra cement complete all as specified and as directed
M&L Rendering 10 mm thick cement mortar 1:6 on fair faces of Brick masonry or concrete surface wall even and smooth without using extra cement.(New Brick Work) complete all as specified and as directed
M&L prepration of new surface on wall and applying two coats of distemper oil emulsion over a coat of primer complete all as specified and as directed
M&L prepration of new surface on wall and applying two coats of white wash complete all as specified and as directed
Material and labour for two coat of cement based paint over a coat of Alkali resistant primer including preparation of newly plastered surfaces of wall / chajja / facia complete all as specified and as directed
Excavation in trenches not exceeding 1.5 m deep for foundation, etc in hard/dense soil specified and directed.
Excavation in trenches exc 1.5 m but not exceeding 3 m deep for foundation, etc in soft soil specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and as directed
Removing of excavated materials to a distance exc. 5 KM, but n.exc 10.0KM and depositing out side MD land complete all as specified and as directed
Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar.
Material and labour for 200 mm dia Reinforced cement concrete pipe, class NP2 laid in trenches and jointed as specified and as directed by Engineer in charge.
M&L cement concrete bed 1:3:6, type C 2 (using 40mm graded stone aggregate) to drain 200 mm dia pipes including packing under and haunching complete all as specified and as directed
Material and labour for 300 mm dia Reinforced cement concrete pipe, class NP2 laid in trenches and jointed complete all as specified and as directed
M&L cement concrete bed 1:3:6, type C 2 (using 40mm graded stone aggregate) to drain 300 mm dia pipes including packing under and haunching complete all as specified and as directed
Cleaning of septic tank of the following capacity including removal of sludge /sewage water and disposal to outside MD land and covering with layer of earth and sprinkling adequate quantity of lime powder to avoid health hazard complete all as specified and as directed.
(a) 100 users
(b) 200 users
(c) 500 users
Cleaning of manhole chambers including removal of sludge /sewage water and disposal to outside MD land and covering with layer of earth and sprinkling adequate quantity of lime powder to avoid health hazard complete all as specified and as directed.
K V RAJANNA
devan enterprises
ABHISHEK CONSTRUCTIONS
Sreyas Enterprises
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