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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.0 LAdmitted-Finance | ₹23.0 L | L1 | Admitted-Finance |
| 2 | L2₹23.6 LAdmitted-Finance FLAT NO 02 RUTUPARNA APARTMENT PLOT NO 36 S NO 324 2A NEAR G D SAWANT COLLEGE PATHARDI NASIK 422 010 | NASHIK | MAHARASHTRA | 422010 | ₹23.6 L | L2 | Admitted-Finance |
| 3 | L3₹24.4 LAdmitted-Finance | ₹24.4 L | L3 | Admitted-Finance |
| 4 | L4₹26.9 LAdmitted-Finance 20 2169 PALLURTH PO ERNAKULUM KERALA 682006 | ERNAKULAM | KERALA | 682006 | ₹26.9 L | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Jack Electrolinks Private Limited L4 | R.K. Builders L3 | Abhiraj Enterprises L2 | K R A ENGINEERING & CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in hard / dense soil for foundation etc. complete all as specified and as directed . | 21.39 | Cum | 550 ₹11,764.50 | 485 ₹10,374.15 | 700 ₹14,973 | 715 ₹15,293.85 |
| 2.00 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in soft / loose soil complete all as specified and as directed . | 16 | Cum | 550 ₹8,800 | 485 ₹7,760 | 800 ₹12,800 | 690 ₹11,040 |
| 3.00 | Excavation in trenches not exceeding 1.5 m wide and depth exceeding 1.5 but not exceeding 3.0m and getting out in hard / dense soil for foundation etc. complete all as specified and as directed . | 6.94 | Cum | 950 ₹6,593 | 869 ₹6,030.86 | 900 ₹6,246 | 950 ₹6,593 |
| 4.00 | Excavation in over areas and depth not exceeding 1.5 and getting out in soft / loose soil complete all as specified and as directed . | 18.9 | Cum | 550 ₹10,395 | 495 ₹9,355.50 | 700 ₹13,230 | 750 ₹14,175 |
| 5.00 | M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed. | 2.06 | Cum | 19,500 ₹40,170 | 12,850 ₹26,471 | 18,000 ₹37,080 | 9,600 ₹19,776 |
| 6.00 | Use and waste of form work to sides of concrete foundation, footing, base of columns rafts and raft beams sides and soffits (if any) of foundation and plinth beams and similar work verticale or to bater, fair finished surfaces of concrete complete all as specified and as directed. | 28.2 | Sqm | 1,250 ₹35,250 | 1,150 ₹32,430 | 900 ₹25,380 | 900 ₹25,380 |
| 7.00 | M&L RCC 1:2:4 design mix M-35 ( using 20 mm graded aggregate) as in foundation including rafts footing, beams, plinth beams, base for columns. etc. complete all as specified and as directed. | 6.93 | Cum | 25,500 ₹1.8 L | 24,900 ₹1.7 L | 21,000 ₹1.5 L | 20,000 ₹1.4 L |
| 8.00 | Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions of square or ractangular for fair finished surfaces of concrete complete all as spefified and as directed. | 50.8 | Sqm | 1,250 ₹63,500 | 1,150 ₹58,420 | 1,050 ₹53,340 | 900 ₹45,720 |
| 9.00 | M&L RCC 1:2:4 design mix M-35 ( using 20 mm graded aggregate) as in column, pillars, piers, post and struts complete all as specified and as directed. | 6.35 | Cum | 25,500 ₹1.6 L | 24,900 ₹1.6 L | 22,000 ₹1.4 L | 20,000 ₹1.3 L |
| 10.00 | Use and wast of formwork to soffits of floor or roof beams, beam haunchings, girders, bressumers , lintels, cantilevers, shelves including supports, overhangs etc., also splays between floors and beamsfair finished surfaces of concrete complete all as specified and as directed. | 26.95 | Sqm | 1,250 ₹33,687.50 | 1,150 ₹30,992.50 | 1,075 ₹28,971.25 | 900 ₹24,255 |
Updated dates
Tender Value
₹26.7 L
EMD Value
₹53,360
Closing Date
31 Jan 2026, 6:00 pmClosed
GE NAVY LAKSHADWEEP
GE (Navy) Lakshadweep, Kavaratti
PROVISION OF COVERED SHELTER ALONG WITH ALLIED WORKS AT MAIN GATE OF INS DWEEPRAKSHAK UNDER GE (NAVY) LAKSHADWEEP
2026_MES_747153_1
8449
Open Tender
Civil Works
240 days
LAKSHADWEEP
As per tender documents
6 documents required · 6 mandatory
₹500
GE NAVY LAKSHADWEEP
₹53,360
Yes
3 Feb 2026
3 Jan 2026
2 Feb 2026
3 Jan 2026
31 Jan 2026
17 Jan 2026
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in hard / dense soil for foundation etc. complete all as specified and as directed .
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 depth and getting out in soft / loose soil complete all as specified and as directed .
Excavation in trenches not exceeding 1.5 m wide and depth exceeding 1.5 but not exceeding 3.0m and getting out in hard / dense soil for foundation etc. complete all as specified and as directed .
Excavation in over areas and depth not exceeding 1.5 and getting out in soft / loose soil complete all as specified and as directed .
M&L PCC 1:4:8 type D2 by by using 40mm graded crushed stone aggregate as in foundations, filling and mass concreting complete all as specified and as directed.
Use and waste of form work to sides of concrete foundation, footing, base of columns rafts and raft beams sides and soffits (if any) of foundation and plinth beams and similar work verticale or to bater, fair finished surfaces of concrete complete all as specified and as directed.
M&L RCC 1:2:4 design mix M-35 ( using 20 mm graded aggregate) as in foundation including rafts footing, beams, plinth beams, base for columns. etc. complete all as specified and as directed.
Use and waste of formwork to sides of pillars, posts, struts, piers, columns and stanchions of square or ractangular for fair finished surfaces of concrete complete all as spefified and as directed.
M&L RCC 1:2:4 design mix M-35 ( using 20 mm graded aggregate) as in column, pillars, piers, post and struts complete all as specified and as directed.
Use and wast of formwork to soffits of floor or roof beams, beam haunchings, girders, bressumers , lintels, cantilevers, shelves including supports, overhangs etc., also splays between floors and beamsfair finished surfaces of concrete complete all as specified and as directed.
Use and wast of formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work flat for fair finished surfaces not exceeding 200mm thick (Horizontal or sloping) complete all as specified and as directed.
M&L RCC 1:2:4 design mix M-35 ( using 20 mm graded aggregate) as in beams and slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs etc complete all as specified and as directed
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
Mild steel CRS TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders 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 complete all as specified and as directed
Returning filling in, with excavated soils including spreading, levelling, watering and well ramming in layers n.exc. 25 cm thick complete all as specified and as directed .
Removing excavated material to a distance exc 1.5 KM but n. exc 5.0 KM and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and as directed .
Removing excavated material to a distance n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and as directed
Pre -cast cement concrete block masonary with solid blocks exc 10 cm in width type C-1 1:3:6 (20mm graded stone aggregate) set in cement mortar 1:6 complete complete all as specified
Pre -cast cement concrete block masonary with solid blocks not exc 10 cm in width type C-1 1:3:6 (20mm graded stone aggregate) set in cement mortar 1:4 complete all as specified and as directed
Rendering 15 mm thick in cement mortar 1:4 in two coats 10mm thick and 5mm thick with mixing of water proofing compound as per manufacturer instructions on fair faces of brick work or concrete surfaces finished even and fair without using extra cement complete all as specified and as directed. Note: WPC will be measured and paid seperately as suplly only item
Supply only Integral water proofing compound
Rendering 10 mm thick in cement mortar 1:3 on fair faces of brick work or concrete surfaces as in ceiling finished even and fair without using extra cement complete all as specified and as directed.
M&L roof tiles, Mangalore Pattern, interlocking at side joints, laid dry complete all as specified and as directed.
M&L ridge tiles, Mangalore pattern, set and jointed in CM 1:6 complete all as specified and as directed
Preparation of newly plastered surface of wall and 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 providing and applying plaster of paris putty of 1 mm thickness over plastered surface to prepare the surface even and smooth complete all as specified and as directed .
S&F UPVC (Sch-80) 150 mm square Euro Guard-rain water harvesting roof Gutter pipe including bend, stopper, all fitting and necessary form work and making good of existing surface up to 10 mtr height complete all as specified and directed.
S& F for GI flat , angle, pipe for support brackets for rainwater pipe, hooks (stay), heavy, for large gates; hòok and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps; hold fasts; wind ties; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps; plate washers and similarsmall articies with fabrication including bolts complete all as specified and directed.
S&F PVC (SWR) pipes, 150 mm dia bore, single socketed, in any length with using rubber joints, laid in trenches or in floors complete all as specified and as directed.
S & F PVC (SWR) bend, 150 mm dia bore,any radius complete all as specified and as directed
M&L hardcore with broken stone aggregate of gauge n.exc 63mm deposited spread and levelled in layer not exc 15cm thick, watered and rammed to true surface complete all as specified and as directed .
M&L 100mm thick PCC 1:3:6 type C-2 using 40mm graded aggregate finished even and fair as in sub base complete all as specified and as directed.
M&L 100mm thick PCC 1:2:4 type B-2 using 40mm graded aggregate finished even and fair as in sub base complete all as specified and as directed.
M&L cement concrete 1:2:4 type B0 byusing 12.5 mm graded stone aggregate in coping, kerbs, benching and the like, including weathering slighthy rounded or chamfered angles and throating as directed including necessary form work complete all as specified and as directed
M&L Machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement and with pigment laid over sand cushion and compacted with mechanical plate vibrator complete all as specified and as directed . Note : Sand cushioning shall be measured and paid separately
M&L sand cushioning including spreading, levelling and consolidation with watering complete all as specified and as directed .
S&F anodilsed aluminium snap grid(605x605mm) frame work for false ceililng, with hangers 6mm dia G.I (upto 1200mm length) adjusting level fixed to roof slabs by means of ceilling cleats made out of G.I flat 40x3mm size 60mm long and expension hold fasteners 12.5mm dia 40mm long and S&F 10mm thick PVC particle board (600x600mm) in ceiling complete all as specified and directed.
M&L 20 mm thick Granite (of any type) work (table rubbed and polished) as in wall lining ( veneering to wall) 12mm thock in cement mortar 1:3, and pointing with white cement 1:2 using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed.
Supply & laying, connecting and commissioning of LT UG cable 10 sqmm 4 core 1100 volts grade XLPE insulated armoured heavy duty electric cables with aluminium conductor including connecting with suitable size of cable glands lugs etc. laid in trenches or fixed on walls complete all as specified and as directed .
M&L double wall corrugated HDPE pipe ( ISI marked) of outer dia 50mm and 38mm inner dia with smooth internal and profiled external surface, non pressure type, laid in trenches/ floors/ duct or fixed on walls /pole including al connections, accessories like socket, couplers, bends etc., for protection of LT cable complete all as specified and as directed .
Supply and lay GI tubing 80 mm dia light grade ISI marked laid in trenches complete with all accessories such as Tees union , bend ,elbow nipple reducer etc etc as reruired for protection of UG cable on floor / pole complete all as specified and directed .
S&F LED flood light fitting 120 watt made up of pressure die cast aluminium alloy housing with toughned glass, IP 65 protection and impact resistance of IK07 and individual high power LED's with secondary optics having system lumen efficay>100lm/W, coloured temperature 5700K, wide beam angle inbuilt potted electronic LED driver with APFC ( SMPS based constant current supply) , lower THD, open circuit protection, surge voltage protection & other safety test as per IS-15885 part -2/Sec 13 and BIS complying including surface mounting using adjustable MS cradle of thickness 5mm provided with the fixture complete all as specified and directed .
Cutting the existing road / hardstanding not less than 25cm in deep and 45cm in width for laying of underground cable / pipe and making good the disturbed surfaces with PCC 1:2:4 type B1 including return & filling and removal of surplus soil complete all as specified and as directed.
S & F double door, sheet metal enclosure powder coated SPN DB 12 way with 200 Amps rated bus bar, 230 volt, IP 43 protection, flush in walls including making good of disturbed surface to match with existing surface complete all as specified and as directed
S& F MCB SPN, 32 Amps, 240 volts,10 KA, C curve complete all as specified and as directed.
S& F MCB SP, 6 amps to 32 Amps, 240 volts,10 KA, C curve complete all as specified and as directed
S & F LED luminaire 600 mm x 600 mm, 40 watt, 220 V AC recessed type with high efficiency PMMA diffuser soft glare free light complete with driver, holders & LED lamp suitable for roof ceiling including connecting up with driver three core flexible copper conductor cable of suitable size complete all as specified and as directed .
Point wiring with PVC insulated unsheathed and multistranded copper conductor cable ISI marked, 1100 volt grade FRLS of size 1.5 Sqmm drawn in concealed suitable PVC rigid conduit with all fittings and accessories, fixing one MS pressed 1.6mm thick covered with 3mm thick hylam sheet of suitable size as required at site with PVC insulated unsheathed stranded copper conductor of size 1.5 Sqmm as earth wire connected common earth dolly as specified for one light / fan point controlled by one switch complete all as specified and as directed .
All as per item No 47.00 here in before but one 3 pin 5 amps switch socket out let on same board
S&F switch piano flush type single pole one way 6 amps 230 volts ISI marked complete all as specified and as directed .
S&F switch socket combination flush type universal 2 in 1, 3 pin 5 Amps 230 volts ISI marked complete all as specified and as directed .
S&F ceiling rose 3 terminal, bakelite body, 240volts complete all as specified and as directed .
S & F LED light fitting batten fitting 1x 20W, 220V, 4 feet, 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 .
S&F PVC rectangular block for mounting switches,sockets,fan regulators with 3mm thick plastic laminated sheet cover of size 250X200mm X50mm deep complete all as specified and as directed .
Earthing complete with galvanized iron earth plate electrode 60cmx60cmx6mm thick buried directly in ground (earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr below ground level connecting to the Galvanised iron earth wire 4mm size, by means nut, bolt, check nuts and washer as earth lead protected by provision of GI light grade pipe 20mm bore incl provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded stone aggregate with 40mm thick cover of RCC (1:2:4) reinforced (weight not less than 4Kg/Sqm) and frame of angle iron 25x25x6mm with lugs 2 Nos and with 6mm dia MS bar handle made to shape, GI light grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge of earth plate, common salt and charcoal filling, test point with fixing arrangement CI funnel wire mesh and earth work in hard/dense soil, returning filling in and removal of surplus soil to a distance not exc 50 mtr all as per electrical plate No.3 of SSR Part I and connecting to earth test point including testing complete all as specified and as directed.
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