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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | FIRST₹36.0 LAccepted-AOC SITE NO 29 30 1ST CROSS NAGAPPA REDDY LAYOUT KAGGADASPURA CV RAMAN NAGAR BANGALORE 560093 | BENGALURU URBAN | KARNATAKA | 560093 | FIRST | Accepted-AOC BEING LOWEST | |
| 2 | SECOND₹36.9 LRejected-Finance NO 49 MSN NILAYAM 3RD CROSS HILL VIEW GARDEN TUNAHALLI SUBRAMANYAPURA POST BANGALORE 560061 | BANGALORE | BANGALORE | KARNATAKA | 560061 | SECOND | Rejected-Finance BEING NOT LOWEST | |
| 3 | THIRD₹37.0 LRejected-Finance NO 98 MARAPPA ROAD 1ST CROSS NAGAYANA PALYA M S NAGAR POST BANGALORE 560 033 | BENGALURU URBAN | KARNATAKA | 560033 | THIRD | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹41 L
EMD Value
₹82,000
Closing Date
3 Oct 2024, 6:00 pmClosed
GE AF MARATHAHALLI
GE AF MARATHAHALLI WIND TUNNEL ROAD, KEMPAPURA, YEMALUR POST, BANGALORE. PIN- 560037
WORK SERVICES FOR DIVERSION OF SEWAGE LINE AND PROVN OF COLLECTION TANK INCLUDING PUMPING SYSTEM TO STP FROM MAP QUATERS AT AKASH VIHAR UNDER GE(AF) MARATHAHALLI, BANGALORE
2024_MES_672215_1
8722/E8
Open Tender
Civil Works
Item Rate
180 days
GE AF MARATHAHALLI
AS PER ENIT
7 documents required · 7 mandatory
₹500
GE AF MARATHAHALLI
₹82,000
Yes
28 Oct 2024
5 Sept 2024
8 Oct 2024
5 Sept 2024
3 Oct 2024
19 Sept 2024
Amount
Excavation in trenches not exceeding 1.5 meter wide and not exceeding 1.5 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
Excavation in trenches exceeding 1.5 meter wide and not exceeding 3.0 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
Excavation in trenches exceeding 3.0 meter wide and not exceeding 4.5 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
Excavation over areas, not exceeding 1.5 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
Excavation over areas exceeding 1.5 meter and not exceeding 3.0 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
Excavation over areas exceeding 3.0 meter and not exceeding 4.5 m in depth, getting out in hard/dense soil etc., including trimming bottom and sides of trenches, leveling/grading and ramming bottom of excavation complete all as specified and directed.
M&L for Use and waste of timbering as planking and strutting exc.3m & n exc. 5m deep for excavation in trenches in soil,including wales,struts,open poling boards,etc.as may be necessary and fixing and removal to shafts,wells, cesspits,manholes and pier holes complete all as specified and directed.
Material & Labour for PCC 1:3:6 type C-2 (using 40 mm graded crushed stone aggregate) as in foundation bed of manhole etc complete all as specified and directed.
Material & Labour for PCC 1:2:4 type B-1(using 20 mm graded crushed stone aggregate) as in surface channels/benching of manhole, drain, laid to shape and slope and surfaces finished even and smooth using extra cement, complete etc all as specified and directed.
M & L for broken stone or boulders hard core of gauge n exc 63mm deposited spread and leveled in layers n.exc 15 cm thick watered and rammed to true surface complete all as specified and directed.
Use and waste formwork to sides of concrete foundation,footing,based of columns,rafts and raft beams,sides and soffits (if any) of foundations and plinth beams;and similar works;vertical or to better for flat,rough finish complete all as specified and directed.
Providing, precast cement concrete type B1 1:2:4 (20 mm graged crushed stone aggregate) as in manholes cover slab, etc.(of any section indicated), with plain fair faces, including chamfers weatherings, throating etc. and setting in cement mortar 1:4 complete with joints to match complete all as specified.
M/L for RCC M-30 (Design mix) in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed.
M&L for Pre-cast cement concrete 1:2:4 Type B-1 (20mm graded aggregate) block masonry with solid blocks, laid in cement mortar (1:4) exc. 10 cm in width and setting in mortar, complete all as specified and directed.
Rendering 20 mm thick on fair faces of brickwork or concrete surfaces cement mortar (1:3) finished even and smooth with using extra cement with wpc complete all as specified and directed.
Rendering 15 mm thick on fair faces of brickwork or concrete surfaces cement mortar (1:6) finished even and smooth with using extra cement with wpc complete all as specified and directed.
Supply only Liquid water proofing compound complete all as specified and directed.
M & L for 75mm thick Cement concrete 1:3:6 Type C-2 (40mm graded crushed stone aggregate) as in Plinth protection, pavings finished even and smooth without using extra cement Including making joints and filling gap with bitumen mastic all as specified and as directed.
M&L Cement concrete type B-1, 1:2:4 (20 mm graded aggregate) as in coping, mud stop, bed plates, plinth courses etc including necessary form work complete all as specified and directed.
Material & Labour for Mild steel TMT bars 8mm dia and over cut to length bent to shape required including cranking bending and binding with and including mild steel wire annealed not less than 0.9 mm dia or securing with clips confomring to Gd I IS-432 all as specifed.
Mild steel 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 all as specified and directed.
Material & Labour for concrete bed in PCC 1:4:8 type D-2 (using 40 mm graded crushed stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested for 300 mm dia pipe complete all as specified and directed.
S&F 300 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. Make:Indian Hume Pipes/Everest Asbestos/Himalaya/ Thuluvananikal Pipes
Material & Labour for concrete bed in PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) to drain pipes including packing under,haunching against the sides of pipes after they are laid and tested for 200 mm dia pipe complete all as specified and directed.
S&F 200 mm dia reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. Make:Indian Hume Pipes/Everest Asbestos/Himalaya/ Thuluvananikal Pipes
M & L Cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundations, filling and mass concrete etc complete all as specified and directed.
S&F 75 mm PVC(SWR) pipe single socketed in any length with rubber ring joints fixed to wall complete all as specified and directed
S&F 75 mm PVC(SWR) junction single (Single T) eqal or uneqal complete all as specified and directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement incl forms, moulds, mitred/stopped ends etc complete all as specified and directed.
S&F 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.
Cutting in to existing manhaoles for connecting new drains, making good to pipe and rendering, cutting out existing benching for as specified dia of pipe 150mm.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each complete all as specified and directed.
Removing excavated materials to a distance exc 1.5 KM but n. Exc 5 KM and depositing where directed at a level n. exc 1.50 meter above the starting point complete all as specified and directed.
Removing building materials etc.to a distance 5 km , beyond the lead included in the rates, including loading, unloading and stacking at the destination complete all as specified.
Excavation in trenches in soft /loose soil not exceeding 1.5 metre wide and not exceeding 1.5 metre deep for laying of cables etc, getting out and forming bottom surface to required gradient complete.
Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point in soils complete all as specified.
Supply, fixing & laying GI tubing medium grade of size 50 mm bore with one socket both end threaded in any length including cutting threading connection in new or old position and all type of GI new fittings for laid in trenches/wall/ceiling/ floor/ all as specified and directed.
S & F Gun metal globe or gate valves of size 50 mm dia , with iron wheel head, screwed both ends for iron pipe and fixing complete all as specified and directed.
Supply and fix flanged Non return valve of size 50 mm dia flap type, cast iron body, PN1.6,confirming with IS provision of 3mm thick rubber gasket on both sides of the flanges, bolts and nuts complete including dismantling of unserviceable valve all as directed.
Supply and fix Non clogging submerssible pump electric driven 230 V 2 HP single stage maximum flow rate 100 LPM 25 M head completed all as specifed and as directed. Make: Jyoti/ Kirloskar/KSB/Wilo Mather & Platt
Supply and fixing nylon rope 16mm dia.
Supply and laying Submersible copper cable 4 sqmm flat type 2 core, 1100 V.
Supply, laying riddled earth soil for cushioning to cables with a layer of riddle earth soil 15cm deep before laying the cable and 8 cm depth after laying of cable, complete all as specified.
M & L for old size sub class ‘B’ bricks, laid in trenches as cable covers / protection complete all as specified and directed .
Supply, laying, jointing & testing in trenches or passing through pipe, 1100 volts grade, XLPE insulated, screened, PVC bedded, galvanized steel strip or wire armoured LT electric power under ground cables, heavy duty with aluminium conductor of cross sectional area 10 sqmm 4 core with all fixing & connecting accessories such as Alluminium cable lugs, cable gland, nut, bolts, washer etc complete as specified and as directed. (Make: Havells/ Polycab/Grandlay)
M & L for G.I. tubing light grade of size 40mm bore for protection of cables to be laid under roads, crossings/culverts complete all as specified and directed.
M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in foundations for electric poles, filling and mass concrete complete all as specified and directed.
Supply, fixing,installing and testing Factory fabricated, out door type cubicle panel board suitable for 3 phase 4 wire 415 V, 50 Hz having modern fabrication process powder coating in approved colour, provided with suitable gasket to make it dust/vermin proof The outer shell shall be made out of 3 mm thick CRCA sheet with front openable, double door system lockable/ open able. The bottom of the outer shell contains a detachable plate having size with glands. The degree of protection of outer shell shall be IP - 54. Inner shell shall be made out of 2.0 mm thick CRCA sheet duly compartmentalized for each control gear, TPN alluminum bus bar of rating not less than the 1.5 times the rated capacity of the incomer MCCB.
The TPN bus bar shall be insulated with colour coded heat shrinkable sleave. All control wires shall be with 2.5 sqmm multi strand copper conductor and shall be propely bunched, tied, ferruled for proper identification and crimped with adequate size of lugs fixed on uitable size MS Channel frame all as specified and directed by Engr in charge. INCOMING (a) MCCB 63 A TPN 16ka - 01 No (b) Intelligent AC digital display three phase LCD ammeter 0 to 100 A and voltmeter 0 to 500V with CT (c) Indication lamp RYB/RRR-set of 03 -01 No OUTGOING (a) MCB SPN 40 Amps 10 KA 415 Volt -3 No (b) Star delta starter submersible pump 2 HP including independent sensor system each pump - 2 No
M & L for Earthing complete with galvanized iron or steel plate electrode 600 mm x 600 mm x 6.0 mm buried directly in ground vertically in pit of depth not less than 2.25 metre below normal ground level with top edge of the earth plate at a depth not less than 1.5 metre below normal ground level surrounded from all sides with mixture of charcoal and common salt in alternate layers and electrode connected to galvanized iron strip 32 x 6mm dia as earthing lead by means of GI bolts, nuts, check nuts and washers, earth wire protected by galvanized steel pipe 15 mm bore (light grade) connected to machinery/ equipment all as shown in electrical plate No. 5 of SSR-2009 Part I and including necessary excavation and earth work in any type of soil, 20 mm bore light grade GI pipe for watering funnel wire mesh, PCC (1:3:6), type C-1 chamber, RCC (1:2:4), type B-1, reinforced with 6 mm dia MS round bars @ 15 cm c/c both way for cover and MS frame etc., complete all as specified.
PRAGATHI BUILDERS (BID ID -3125124)
Sathya Sri Construction (BID ID -3115873)
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