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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.5 LAccepted-AOC | L1 | Accepted-AOC Accept | |
| 2 | L2₹46.4 L+₹85,032.50 (1.87%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹50.7 L+₹5.2 L (11.4%)Rejected-Finance | L3 | Rejected-Finance Not being L1 | |
| 4 | Rejected-Technical | - | Rejected-Technical Due to EPFO valid is could not be ascertained | |
| 5 | Rejected-Technical 956 2 CHANDERSEKER ENTERPRISE OPP MARICAR HOSPITAL OLD CCS JUNGLIGHAT SOUTH ANDAMAN ANDAMAN NICOBAR 744103 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | - | Rejected-Technical Due to not uploaded residual work load |
| Sl No | Description | Qty | Unit | GAYATRI ENTERPRISES L2 | M/s K Moorthi L3 | N H CONSTRUCTION L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out soft /loose soil complete all as specified and as directed by Engineer in charge | 100 | Sqm | 50 ₹5,000 Lowest | 75 ₹7,500 | 200 ₹20,000 |
| 2.00 | Rough excavation not exceeding 1.5 Mtrs deep and getting out soft/loose soil complete all as specified and as directed by Engineer in charge | 60 | Cum | 300 ₹18,000 | 350 ₹21,000 | 250 ₹15,000 Lowest |
| 3.00 | Excavating over areas ,not exceeding 1.50 m deep getting out soft / loose soil complete all as specified and as directed by Engineer in charge | 72 | Cum | 300 ₹21,600 | 310 ₹22,320 | 250 ₹18,000 Lowest |
| 4.00 | Excavation in trenches in soft/loose soil not exceeding 1.5m wide and not exc. 1.5m deep and getting out complete all as specified and as directed by Engineer in charge | 5 | Cum | 500 ₹2,500 | 525 ₹2,625 | 350 ₹1,750 Lowest |
| 5.00 | Excavation in trenches any type of soil (soft/loose/hard/dense) not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, pipe, laying of cable etc not exc 10 Sqmtr on plan and not exc 1.5 mtr in depth and getting out complete all as specified and as directed by Engineer-in-Charge | 36 | Cum | 500 ₹18,000 | 525 ₹18,900 | 350 ₹12,600 Lowest |
| 6.00 | All as per item No 5 here in before but exc 1.5 mtr or part there of in depth beyond 1.5 mtr depth complete all as specified and as directed by Engineer-in-Charge | 0.75 | Cum | 1,000 ₹750 | 1,025 ₹768.75 | 350 ₹262.5 Lowest |
| 7.00 | Rolling and consolidating formation surfaces in cutting with exc 8 Tonne and n.exc 12 Tonne road roller complete all as specified and as directed by Engineer in charge | 10 | per 10 sqm | 3,000 ₹30,000 Lowest | 3,150 ₹31,500 | 5,000 ₹50,000 |
| 8.00 | M&L for hardcore with brocken stone or boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer in charge | 15 | Cum | 3,000 ₹45,000 Lowest | 3,500 ₹52,500 | 4,000 ₹60,000 |
| 9.00 | M&L for PCC (1:4:8) Type D2 using 40 mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and as directed by Engineer-in-Charge | 6.2 | Cum | 9,500 ₹58,900 | 10,500 ₹65,100 | 9,000 ₹55,800 Lowest |
| 10.00 | M&L for Mild steel CRS TMT 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 by Engineer in charge | 6,612 | Kg | 130 ₹8,59,560 | 165 ₹10,90,980 | 125 ₹8,26,500 Lowest |
Tender Value
₹46.5 L
EMD Value
₹93,000
Closing Date
23 Dec 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE Minniebay, Sri Vijaya Puram
GE, Minniebay, Junglighat (PO), Sri Vijaya Puram -744103
8444-PROVISION OF GARAGE FOR 01 x TATA 2.5 TON AND 01 X ALS LRV 7.5 TON NEAR BLDG NO P-238 OF STATIC WKSP EME UNDER GE MINNIE BAY
2024_MES_675933_2
8444/E8
Open Tender
Civil Works
Item Rate
180 days
GE Minniebay, Sri Vijaya Puram
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
GE Minniebay
₹93,000
23 Aug 2025
19 Nov 2024
26 Dec 2024
19 Nov 2024
23 Dec 2024
26 Nov 2024
Amount
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out soft /loose soil complete all as specified and as directed by Engineer in charge
Rough excavation not exceeding 1.5 Mtrs deep and getting out soft/loose soil complete all as specified and as directed by Engineer in charge
Excavating over areas ,not exceeding 1.50 m deep getting out soft / loose soil complete all as specified and as directed by Engineer in charge
Excavation in trenches in soft/loose soil not exceeding 1.5m wide and not exc. 1.5m deep and getting out complete all as specified and as directed by Engineer in charge
Excavation in trenches any type of soil (soft/loose/hard/dense) not exc 1.5 mtr wide and not exc 1.5 mtr in depth for foundation, pipe, laying of cable etc not exc 10 Sqmtr on plan and not exc 1.5 mtr in depth and getting out complete all as specified and as directed by Engineer-in-Charge
All as per item No 5 here in before but exc 1.5 mtr or part there of in depth beyond 1.5 mtr depth complete all as specified and as directed by Engineer-in-Charge
Rolling and consolidating formation surfaces in cutting with exc 8 Tonne and n.exc 12 Tonne road roller complete all as specified and as directed by Engineer in charge
M&L for hardcore with brocken stone or boulders of gauge n.exc 63 mm, deposited, spread and levelled in layers n.exc 15 cm thick, watered and rammed to a true surface complete all as specified and as directed by Engineer in charge
M&L for PCC (1:4:8) Type D2 using 40 mm graded stone aggregate in foundations, filling and mass-concrete complete all as specified and as directed by Engineer-in-Charge
M&L for Mild steel CRS TMT 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 by Engineer in charge
All as per item No.10 here in before but CRS 6mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and as directed by Engineer-in-Charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete including necessary formwork complete all as specified and as directed by Engineer-in-Charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in column , pillors, piers ,post and struts etc including necessary formwork complete all as specified and as directed by Engineer in charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in Beams, cantilevers,bressummers, lintels over 1.5m span and the like including necessary formwork complete all as specified and as directed by Engineer in charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in Slabs supported on walls,beams and columns in floors, roofs, landings, balconies,canopies, deck slabs and in shelves and the like including necessary formwork complete all as specified and as directed by Engineer in charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in Fins, fascias, louvres, parapets, and railings, newels, balustrade, and the like including necessary formwork complete all as specified and as directed by Engineer in charge
M & L for RCC M-30 design mix concrete (using 20 mm graded stone aggretate) as in retaining walls and the like any thickness above top of footing including attached pillesters and butteresses including necessary formwork complete all as specified and as directed by Engineer in charge
M&L for pre-cast block masonry PCC (1:3:6) Type C1(using 20mm graded stone aggregate) with solid blocks, exc. 10 cm in width and set in CM (1:6) complete all as specified and as directed by Engineer in charge
M&L for PCC in coping , in cement mortar (1:2:4) type B1 using 20 mm stone graded stone aggregate complete all as specified and as directed by Engineer in charge
M&L for providing precast cement concrete solid building blocks or slabs 10cm thick in PCC (1:3:6) Type C1 (using 20 mm graded stone aggregate)with plain or interlocking joints as directed) setting in CM (1:6) complete all as specified and as directed by Engineer in charge
M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer in charge
M&L for rendering 10mm thick plaster in CM (1:6) on block masonry or concrete surfaces finished even & smooth complete all as specified and as directed by Engineer in charge
M&L for rendering 5mm thick ceiling plaster in CM (1:3) on concrete surfaces finished even & smooth complete all as specified and as directed by Engineer in charge
M&L for rendering 15mm thick plaster in CM (1:4) on concrete or block masonry surfaces including applying water proofing compound on top layer and finishing the top surfaces even and fair complete all as specified and as directed by Engineer in charge Note: Water Proofing compound shall be measured and paid separately as "Supply only"
M&L for rendering 15mm thick plaster in CM (1:4) on concrete or block masonry surfaces and finishing the top surfaces even and fair complete all as specified and as directed by Engineer in charge
Supply only water proofing compound ISI marked complete all as specified and as directed by Engineer in charge
M&L for applying two coats of oil bound distemper over a coat of primer on newly plastered surface of wall including preparation of surface, complete all as specified and as directed by Engineer in charge
M&L for applying two coats of oil bound distemper over a coat of primer on newly plastered surface of ceiling including preparation of surface, complete all as specified and as directed by Engineer in charge
M&L for applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance,dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces complete all as specified and as directed by Engineer in charge Make: Asian Paint Apex Supreme Ultima
M&L for applying two coats of Painting lines, dashes, arrows, letters, etc. on roads, pavements, Kerb stone, plastered surfaces of concrete, block masonry and the like exc 10cm wide with road marking paint, white, black or golden yellow etc including preparation of surfaces complete all as specified and as directed by Engineer in charge
Removing excavated material n exc. 50m and depositing where directed at a level n.exc. 1.5mtr complete all as specified and as directed by Engineer in charge
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25 cm thick with soils complete all as specified and as directed by Engineer in charge
M&L for 150 mm thick PCC (1:4:8) type C2 (using 40mm graded aggregate)as in sub base of flooring complete all as specified and as directed by Engineer in charge
M&L for 100 mm thick PCC (1:2:4) Type B-2 (using 40mm graded stone agg ) as in flooring / hard standing finished with metal impression complete all as specified and as directed by Engineer in charge
M&L for 75mm thick PCC 1:3:6 Type C-2 (using 40mm graded stone aggregate) as in plinth protection finished even and fair without using extra cement complete all as specified and as directed by Engineer in charge
M&L for plastering in CM (1:4), 10 mm thickness over the treated surface using water proofing compound as per manufacturers instruction including finished even and smooth without using extra cement all as specified. Note :WPC shall be measured and paid separately as"Supply only"
M&L for Water proofing treatment with APP based polymeric membrane of approved make having minium 3mm thick and weight not less than 3.5 kgs/sqm reinforced with polyester non oven fabric (weight not less than 160 gm/sqm) applying on one coat of oil based bitumen emulsion primer @ 0.40kg/sqm and one coat of 85/25 grade bitumen @1.20kg/sqm. Laying of membrane by forced(Torch ) appliation with 100mm overlap.A coat of blown bitumen of 85/25 grade at 1.20kg/sqm to be applied on top membrane and finally applying bituminous aluminium paint @ 100gm/Sqm complete all as specified and as per manufaturer's instructions including cleaning and removing dust from surface before laying all as specified and directed. Note:Roof Treatment should be carried out by approved agency only.
M& L for providing PCC (1:3:6) Type C0 ( using 12.5 mm stone aggregate ) as in precast cement concrete louvres and jallies, 50mm thick (measured solid), set in CM (1:6) including all mouldings complete all as specified and as directed by Engineer in charge
M&L for 1.25mm thick steel rolling shutters, with ball bearing as specified including top cover, anchoring rod, hasp and staple and one shop coat of primer erected in position as indicated, complete gear operated type with bevel gear box and crank handle, including two coat synthetic enamel paint complete all as specified and as directed by Engineer in charge
M& L for forming Contraction (Dummy) joints 65mm deep x 10mm wide, filled with bituminous sealing compound Grade 'A' all as specified.(Note : Rate inclusive of bituminous compound Grade 'A') complete all as specified and as directed by Engineer in charge
M& L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 100 mm thickness , M-50 Grade with grey cement and pigment, colour as desided by GE complete all as specified and as directed by Engineer in charge
M&L for broken stone or boulders including hand packing (any thickness) at back side of weep holes and raising or lowering to the required level complete all as specified and as directed by Engineer in charge
S&F 150 mm bore UPVC pipes as in weep holes complete all as specified and as directed by Engineer in charge
M&L for point wiring with two single core PVC insulated and unsheathed 1100 volts grade cable multistranded copper conductor of size 1.5 Sqmm nominal area(FRLSH) drawn through & including non metallic rigid PVC conduit, medium duty not less than 20 mm dia concealed in wall/fixed on wall/ceiling with GI saddles, GI screws, rawl plugs with all fittings including tees, junction boxes including one green colour 1.5 Sqmm PVC insulated unsheathed multistranded copper conductor cable FRLS grade as earth wire up to common earth and connected to earth dolly complete all as specified and as directed by Engineer in charge Note:- (i) The rates are inclusive of GI metal flush box not less than 1mm thick and modular cover plate with frame for mounting modular switch. (ii) Cutting of chasis in wall/floor beam to be concealed conduit and make good the surface is deemed to be included in the above rates. (iii) Colour code to be followed and wiring test sheet after completion to be submitted before claiming payment.
One light point controlled by one one way switch complete all as specified and as directed by Engineer in charge
All as per item No 44 here-in-before but cable with 4.0 sqmm FRLSH cable for Metal clad switch on independent board complete all as specified and as directed by Engineer in charge
S&F Switch piano flush type one way, 5 Amps, 1 module, complete all as specified and as directed by Engineer in charge
S&F Switch piano flush type one way, 15 Amps, 1 module, complete all as specified and as directed by Engineer in charge
S&F Ceiling Rose, 3 terminal polycarbonate isolated body complete all as specified and as directed by Engineer in charge
S&F socket 15 Amps flush type,3/5 pin, complete all as specified and as directed by Engineer in charge
S&F LED lights fitting 40W, 4800lm, CDL, surge protection of 4 KV,IP-65 suittable for outdoor 4 feet 220V, AC decorative box type with driver, holder including LED tube light connecting up with three core flexible copper conductor cable of suitable size from ceiling rose complete all as specified and as directed by Engineer in charge
S&F MCB DB SPN 8 way, double door, sheet metal enclosure, 240V, 100 Amps IP-43 rated bus bar including fixing of cable with appropriate size of lugs complete all as specified and as directed by Engineer in charge Note : Cost for concealed the DBs on wall including making good disturbed surfaces with existing colour shall be deemed to be included in the quoted rate.
S&F MCB SP 6-32 Amps ,10 KA, 'C' Curve, 230 Volts ,50 HZ complete all as specified and as directed by Engineer in charge
S&F MCB SPN 6 to 32 Amps ,10 KA, C Curve, 230 Volts ,50 HZ complete all as specified and as directed by Engineer in charge
S&F LED security light fittings comprising of epoxy powder coated housing, enclosed with glass cover in frame,(with total lumen output not less than 3000 lumens and suitable wattage for system efficiency not less than 120 lumens/Watt, having secondary optics, min wattage 25 watt, with ingress protection IP 65/66 and potted electronic driver of minimum IP 67 with THD less then 10%, CRI > 80, P.F> 0.9, IK> 08, SPD of capacity 5 KV etc incl necessary clamps etc complete and testing on completion complete all as specified and as directed by Engineer in charge Note: The GI pipe bracket if required will be measured and paid separately under relevant schedule items
S&F GI bracket, light grade 32 mm dia and 50 cm long including two numbers GI clamp fixed on wall with necessary fixing arrangement complete all as specified and as directed by Engineer in charge
S&F IP-65/66 Polycarbonate cable junction box of size 93 x 93 x 62 mm with terminals totally shock proof, water proof, halogen free, silica and having thermally embedded gasket technology fixing on wall with two way 5 amp connector complete all as specified and as directed by Engineer in charge
M&L for earthing complete with Galvanised steel earth plate electrode 60 cm x 60 cm x 6 mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below GL) with top edge of earth plate not less than 1.5 Mtr below normal ground level, earth plate surrounded from all sides by 15cm thick and packed layer of charcoal dust and common salt filling in alternate layers and electrode connections by using Galvanised earth wire 4mm connected by means of bolts, nuts, check nuts and washer of galvanised iron or steel, provision of 15 mm dia GI pipe medium grade for protection of GI earth wire and 20mm dia GI pipe medium grade for watering arrangement and PCC (1:3:6) , type C1 chamber, MS funnel, wire gauge, 50 mm thick RCC 1:2:4, type B1 earth pit cover with 6 Nos, 8 mm dia high strength deformed steel TMT bars on both ways including necessary excavation in any type of soil, returning, filling in, removal of surplus soil to distance n exc 50 mtr, provision of charcoal and salt complete all as shown in electrical plate No 3 of schedule Part-I. Note: (i) Cost of GI earth strip and GI protection pipe upto 7.5mtr length shall be deemed to be included in the rate quoted for this item (ii) The unit rate shall also includes for Wire mesh, funnel, excavation, PCC chamber pit, test point complete
Suppy and laying of 25sqmm 4 Core cable in trenches, fixed on walls, passing through pipes, jointing and testing of electric LT cables, PVC insulated, PVC sheathed, galvanised steel strip or wire armoured electric power cables with stranded aluminium conductors 1100 Volts grade complete all as specified and as directed by Engineer-in-Charge. Note: Earth work/HDPE pipe/straight through joints if required will be measured and paid separately.The rates should be includs in Cable lugs, Cable Gland and necessary insulation taping
Supply & Laying Telerex DWC (Double Wall corrugated) HDPE pipe ISI marked of outer dia of 40 mm and inner dia 32 mm polythylene including coupler & Bend with smoooth internal and profiled external surface for non pressue under ground cable complete all as specified and as directed by Engineer-in-Charge. Note:- Earthwork and excavation shall be measured and paid separately.
Supply and erect steel tubular swaged poles complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 (9.0 metres long) complete all as specified and as directed by Engineer in Charge NOTE :- (i) Earth work, Cement concrete in foundation, coping, etc shall be measured and paid separately. (ii) Including dismantling of old defective RCC/steel tubular pole.
S&F LED street light fittings comprising of epoxy powder coated housing ,enclosed with glass cover in frame,with lumen output not less than 8640 lumens suitable wattage for efficiency not less than 120 lumens/watt having secondary optics min wattage 72 watt with ingress protection IP65/66 and potted electronic driver of minimum IP 67 with THD less than 10% ,SPD of capacity 5 KV etc complete all as specified and as directed by Engineer in charge Note:GI bracket if required shall be measured and paid separately as "under relevant schedule 'A' item"
S&F IP 65/66 thermoplastic-polycarbonate cable junction box of size 205X255X112mm with terminal which is totally shock proof, water proof, halogen free, silica and having internally embedded gasket technology fixing on pole / surface / frame with the help of Two nos of GI calmp of size 25X3 mm including 40Amps connector, lugs and equivalent MCB complete all as specified and as directed by Engineer in charge
S&F PVC copper cable insulated shealthed of size 1.5sqmm x 3 core complete all as specified and as directed by Engineer in charge
Supplying and laying on wall/ on pole of CPVC pipes outer diameter 20mm SDR 13.5 pipes & plain CPVC SDR 11 fittings complete all as specified and as directed by Engineer in charge
S&F GI bracket for street lights made out of medium grade GI pipe 40mm dia, not less than 1.2 mtr long bend to shape as directed, fixed on poles with two Nos GI clamp of size 40 x 6mm flat iron suitable for steel tubular pole including suitable GI nuts and bolts washers complete all as specified and as directed by Engineer in charge
S&F GI clamp made out of 50 x 6 mm flat iron of suitable size for steel tabular poles complete all as specified and as directed by Engineer in charge
GAYATRI ENTERPRISES (BID ID -3179555)
M/s K Moorthi (BID ID -3195809)
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