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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.8 CrAccepted-AOC | ₹12.8 Cr | L1 | Accepted-AOC Accepted amount arrived after deduction of Discount on FH item. |
| 2 | L2₹12.9 CrRejected-Finance 35 B BHERU VILLAS SARDAR CLUB SCHEME AIR FORCE JODHPUR 342 011 RAJASTHAN | JODHPUR | JODHPUR | RAJASTHAN | 342011 | ₹12.9 Cr | L2 | Rejected-Finance Other than lowest quoted bidder. |
| 3 | L3₹13.1 CrRejected-Finance BAKRON KA WADA NEAR NEELAM CINEMA JODHPUR ROAD BALOTRA BARMER RAJASTHAN 344022 | BALOTRA | BARMER | RAJASTHAN | 344022 | ₹13.1 Cr | L3 | Rejected-Finance Other than lowest quoted bidder. |
| 4 | L4₹13.4 CrRejected-Finance | ₹13.4 Cr | L4 | Rejected-Finance Other than lowest quoted bidder. |
| 5 | L5₹14.2 CrRejected-Finance | ₹14.2 Cr | L5 | Rejected-Finance Other than lowest quoted bidder. |
Tender Value
Refer Docs
EMD Value
₹10.8 L
Closing Date
8 Mar 2021, 6:00 pmClosed
HQ CE Navy Visakhapatnam
HQ CE (Navy) MES Station Road Visakhapatnam 530004
PROVISION OF OUTER PERIMETER ROAD ALONG WITH STREET LIGHTS AND DRAINS AT INS DEGA VISAKHAPATNAM
2021_MES_415293_1
CE(Navy)/VIZ/TOKEN/07 of 2020-2021
Open Tender
Civil Works
600 days
VISAKHAPATNAM
As per NIT
8 documents required · 8 mandatory
₹3,000
GE P N VISAKHAPATNAM
₹10.8 L
Yes
1 Apr 2021
22 Jan 2021
9 Mar 2021
22 Jan 2021
8 Mar 2021
1 Mar 2021
Amount
Surface dressing not exceeding 15cm deep in soft/ loose soil all as specified and as directed.
Excavating over areas not exceeding 1.5 m deep and getting out in soft/ loose soil including dewatering in water logging areas all as specified and as directed.
Excavating over areas exceeding 1.5 m but not exceeding 3.00m deep and getting out in soft/ loose soil including dewatering in water logging areas all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in soft/ loose soil including dewatering in water logging area complete all as specified and as directed.
Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth and getting out in soft/loose soil for laying cables, pipes etc. complete all as specified and as directed.
Returning, filling in including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick complete all as directed
Removing excavated soils to a distance exceeding 50m but not exceeding 150m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as directed.
Removing excavated soils to a distance exceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as directed.
Removing excavated soils to a distance exceeding 500m but not exceeding 1500m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as directed.
Removing excavated soils to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as directed.
Moorum filling in floors or pavings, laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering and rolling complete all as specified and as directed.
Boulder pitching laid dry, hand packed tightly complete (Thickness of stone not less than 150mm) all as specified and directed.
Providing cement concrete type C1, 1:3:6 using 20mm Graded Aggregate as in lintels up to 1.5m clear span, Cills, steps, seismic and other similar bands, plinth courses, copings, bed plates etc complete including necessary formwork all as specified and as directed.
Rolling and consolidating formation surfaces in cutting using power roller of 8 to 12 ton capacity complete all as specified and as directed.
PCC 1:4:8 type D2 using 40mm Graded Aggregate as in foundations, filling and mass concrete all as specified and directed.
PCC 1:2:4 type B1 using 20mm Graded Aggregate as in foundations, filling and mass concrete for eraction of steel tubular poles and coping complete including necessary formwork all as specified and directed.
Reinforced cement concrete (design mix) M-30 grade using 20mm Graded Aggregate in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete all as specified.
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 mild steel wire (annealed) not less than 0.9mm dia complete all as specified.
PCC 1:2:4 type B1 using 20mm Graded Aggregate as in surface channels and drains all as specified all as specified.
PCC 1:3:6 type C2 using 40mm Graded Aggregate as in foundations, filling and mass concrete all as specified and directed.
Precast cement concrete block masonry with PCC 1:3:6 type C1 using 20mm Graded Aggregate with solid block masonry exc. 10cm in width and setting in mortar of CM (1:6) complete all as specified and as directed by Engineer-in-Charge.
Rendering on fair faces of brick / concrete surfaces, 15 mm thick in Cement Mortar 1:6, surfaces finished fair and even complete all as specified and as directed.
Reinforced concrete pipes 300mm bore, class NP3, laid and jointed complete with collars all as specified.
Use and waste of formwork to sides of footings, bas of column, beam and similar work vertical or to batter and plinth beams for rough finished surface of concrete complete all as specified.
Concrete bed to 300mm bore drain pipes including packing under and completely surrounding pipes with concrete, after they are laid and tested in cement concrete 1:3:6, type C2 complete all as specified.
Use and waste of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) for fair finished surface of concrete all as specified.
Forming embankments using moorum/red bajri including raising earth, spreading in layers not exceeding 30cm thick, watering, ramming/ rolling and finishing to required size, shape, etc., not exceeding 1.5m high from base all as specified and directed. Note: (i) Moorum/red bajri required shall be brought from out side MD land. (ii) Compaction of Moorum filling shall be carried out under optimum moisture conditions up to the standard proctor density not less than 95 percent. (iii) Measurements shall be taken after consolidation earth and 5% deduction shall be made for payment.
Granular Sub Base with broken boulders of trap/granite stone 150mm thick (150mm spread thickness) in two equal layers of 75 mm each including interstices filled, surface formed rolled and consolidated to gradient and camber complete all as specified and directed.
250mm thick (Compacted thickness) Wet Mix Macadam (WMM) in four layers of 75mm each layer compacted separetely with coarse aggregates of specified grade spread rolled and consolidated to required gradient and camber complete using mechanical paver/ grader and tandom vibrator of capacity min 8 tonne to 10 tonne at OMC to achieve at least 98% of maximum dry density determined using modified proctor density determination method as per IS code on prepared GSB surface complete all as specified and as directed. Note: (i) The rate quoted shall be for 250mm thick compacted thickness. (ii) Each layer shall be 75mm and rolled separately.
Preparing un-surfaced wet mix macadam 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 10 KG per 10 Sq.m using paving bitumen complete all as specified and as directed by the Engineer-in-Charge.
Premix bituminous macadam from hot mix plant with 4% binder content by weight of total mix using paving bitumen, laid with mechanical paver, rolled with 8 to 10 tonne power roller and compacted to required gradient and camber [consolidated thickness 65mm) all as specified and as directed by the Engineer-in-Charge.
Applying evenly a priming/ tack coat (over bituminous surface) with bituminous primer at 5 KG per 10 Sq.m using paving bitumen complete all as specified and as directed by the Engineer-in-Charge.
Bituminous premix asphaltic semi dense concrete 30mm consolidated thickness with 5.5% binder content by weight of total mix, mixed in hot mix plant, rolled with 8 to 12 tonne power roller and compacted to required gradient and camber all as specified and as directed by the Engineer-in-Charge.
Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like not exc. 10cm wide with thermo plastic paint, white or any colour complete all as specified and as directed.
Road stud (cat eyes) globe of solar system with battery/cell with ABS plastic body & glass reflector elements complete all as per manufacturers specifications.
Pre-cast cement concrete block with solid blocks type B1 1:2:4 (using 20mm graded stone aggregate) exc. 10cm in width and setting in cement mortar 1:4 as in kerb stone complete all as specified and directed.
E/M PORTION XLPE insulated and PVC sheathed, FRLS armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 3½ Core, 240 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete all as specified and directed. [From tapping Panel to Main Panel]
XLPE insulated and PVC sheathed, FRLS armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 3½ Core, 35 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete all as specified and directed. [For Main Panel A to C]
XLPE insulated and PVC sheathed, FRLS armoured heavy duty underground cable, ISI marked with aluminium stranded conductor 1100 Volt grade of size 4 Core, 25 Sq.mm cross section suitable for earthed system, laying in trenches / duct / fixed to poles / drawn through pipes / sleeving through pipe in duct, including suitable size Double compression copper stainless steel cable gland, crimping type cable lugs, sockets etc complete all as specified and directed. [For Main Panel A to B and from C to D]
Supply, install, test and commissioning of LT out door control panel weather proof type, LT 415 volts, 50Hz, AC, 3 phase 4 wire made out of 3.15 mm thick FRP coated CRCA sheet steel dust and vemin proof Cubical pedestal type totally emclosed with front and rear operated doors hinges and cable glands of various sizes of cables, lugs, danger notice plate LT 20X15cm 1.6mm thick as per standard skull and bones with 03 language, strickering of switch gear about termination of switch gear, cable connector for connecting multiple cables located in cable chamber terminated from the switchgear and consisting of chamber with tinned copper busbar with insulators suitable for 3 phase and 4 wire LT AC 50 Hz 415 V 200 Amps capacity with PVC sleeves / taps RYB colours for phase and neutral with necessary tinned copper strip connections supported by epoxy insulators for incoming and outgoing duly powder coat painted including locking arrangements as per IS:8623 with necessary internal electric connections with CPRI test , confirming to IP-54 fixed on raised PCC platform with PCC 1:2:4 type B1 (20mm graded stone aggregate) and with the following complete all as specified and directed [Near Tapping point]: Incoming- MCCB AC 3 Phase 415V, 50HZ, 4 pole 100 Amps capacity 36/37ka with thermal magnetic released - 01 No Outgoings a) MCCB AC 3 phase 4 pole, 415V, 50HZ, 40Amps capacity 18KA with thermal magnetic released-03 Nos (02 Nos for 02 sections, 01 No Spare) b) LED Indicating Lamps for ech phase with colour code Red Yellow Blue for R, Y and B Phases-01 Set g) 3 Phase Multifunctional Intelligent Panel Meter digital type for measuring (Voltage, Current, Hz, pf, power, energy, THD along with connected CT's
Earthing complete with Galvanised steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 4 mm GI Wire [Earth Lead] and GI pipe 20 mm, Light Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part - I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified.
Earthing complete with Galvanised steel earth plate electrode 600 X 600 X 6 mm thick burried directly in ground [earth pit not less than 2.25 m deep below ground level] with top edge of plate not less than 1.50 m below normal ground level connected to 32X6 mm GI earth strip[Earth Lead] and GI pipe 50 mm, Light Grade for earthing lead protection to the extent of maximum 7.5m, Earth Plate Electrode surrounded by 150mm thick packed layers of Charcoal and Common Salt filled in alternate layers, connected to the plate by means of GI Bolts & Nuts complete all as per Electrical plate No. 3 of SSR Part - I, connected to panel / DB including testing on completion including main earthing, Charcoal, Common Salt, PCC [1:2:4, Type B1] Pit with RCC 1:2:4, Type B1 Cover, 50 mm thick with 6 Nos, 8 mm dia TMT bars in both ways, MS frame made with 40 X 40 X 6 mm Angle Iron, MS Funnel with 20 mm bore, medium grade GI Watering pipe, wire mesh, earth work excavation, return filling, removal of surplus soil etc. complete all as specified.
Steel tubular swaged pole complete with cast iron base plate, finial taper plug, bolts, nuts and screws all as specified type 410 SP-22 (8.5m long) as per IS-2713 (Part-III) of 1980 and applying three coats of black bituminous paint through out internally and two coats externally on the portion embedded in concrete and applying two coats of aluminium paint over a coat of zinc chrome primer to the exposed surfaces all as directed . (Note: Excavation and concrete shall be measured and paid separately)
Integral LED street light Luminaire 40 Watts, comprising of epoxy powder coated, Pressure die cast aluminium housing enclosed with glass cover in frame with suitable size of bracket , nut and bolts, PVC insulated three core flexible cable of suitable size and length duly connected to light fitting complete including installation and testing complete all as specified and directed.
LED FLOOD light luminaire for outdoor area lighting of not less than 80 watt should cover fixed ib such a manner suitable to cover max area with up and down movement facility, pressure die cast housing with IP66 protection, heat resistant tempered glass for protection with 5 kV surge protection, with suitable size of clamps, nuts and bolts complete installation and testing all as specified and directed.
2.5 sqmm, 3 core PVC sheathed copper cable for connection of street light to pole box, connector of suitable size should be provided at both ends complete with drawn through GI pipe light grade where required all as specified and directed. Note: 20mm bore GI pipe light grade shall measured and paid separatly.
GI tubes, light grade 20mm bore with all fittings and fixed to walls, ceilings, laid in floors and poles complete all as specified and directed.
Supply , fix and testing of Loop in Loop out box of size 255X355X122mm, FRP made with IP 65 protection of thermoplastic circuit breaker boxes with metric knockouts for cable entry and exit, combi climate cable Glands of IP 66/IP 67 for cable entry and Grommets IP 65 for conduit for cable exit with MCB 6 Amps, 10KA, C Curve overload and short circuit protection, terminals as bus terminals for cable with necessary fixing arrangements and with cable glands, etc all as specified and directed.
Compact type timer panel of capacity 12 KW including of power contactor of 65A TP, MCB 63 Amp TPN and Digital Timer switch current capacity 63A, 415V, steel encloser all as directed.
Compact type timer panel of capacity 6 KW including of power contactor of 32A TP, MCB 40 Amp TPN and Digital Timer switch current capacity 40A, 415V, steel encloser all as directed.
Boring of holes under road, pavement, hard standing by trenchless technology using ultra sound technique and necessary machinery including provide HDPE pipe of 150mm dia suitable of 6 KGf/Sq.cm working pressure complete all as specified and directed.
Galvanised Iron pipe light grade 80mm bore IS marked with all fittings such as TEE, bend, socket & flange as required at site laid in trenches/fixed to wall etc for protection of cable complete all as specified and directed.
Galvanised Iron pipe light grade 40mm bore IS marked with all fittings such as TEE, bend, socket & flange as required at site laid in trenches/fixed to wall etc for protection of cable complete all as specified and directed. Note: Provide cable protection pipe on pole 2RM each for incoming and outgoing cable.
Dry and clean sand cushioning over and around the cable for cable protection in trenches, leveled and punned down complete all as specified and as directed. Note: The punned down thickness shall be measured for payment.
Reinforced Precast Cement Concrete Cable Covers, Class LV, Type - 1 with peak, size 250mm X 150mm X 40mm in trenches for cable protection, embossed with "ELECTRIC" on the top surface complete all as specified and as directed. (For LT cables)
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