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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.3 LAccepted-AOC | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹44.9 L+₹2.2 L (5.24%)Rejected-Finance | L2 | Rejected-Finance Not being L1 | |
| 3 | L3₹45.2 L+₹2.5 L (5.89%)Rejected-Finance OLD PAHARGAON POLY TECHNIC ROAD DOLLYGUNJ SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not being L1 | |
| 4 | L4₹45.8 L+₹3.1 L (7.32%)Rejected-Finance 2ND CROSS DEEN STREET M G ROAD JUNGLIGHAT POST SRI VIJAYA PURAM 744 103 | SRI VIJAYA PURAM | SOUTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744103 | L4 | Rejected-Finance Not being L1 | |
| 5 | L5₹47.3 L+₹4.6 L (10.9%)Rejected-Finance | L5 | Rejected-Finance Not being L1 |
| Sl No | Description | Qty | Unit | CHANDER SEKER ENTERPRISE L7 | A PALANI L1 | V KARTHICK L2 | LOOK UP ENTERPRISES L3 | SKV Engineering L8 | JD Construction L4 | M/s Prem Enterprise L5 | M/s K Moorthi L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out complete all as specified and directed. | 650 | Sqm | 250 ₹1,62,500 | 200 ₹1,30,000 | 160 ₹1,04,000 | 180 ₹1,17,000 | 275 ₹1,78,750 | 157 ₹1,02,050 Lowest | 265 ₹1,72,250 | 220 ₹1,43,000 |
| 2.00 | Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed. | 10 | Cum | 265 ₹2,650 | 280 ₹2,800 | 320 ₹3,200 | 350 ₹3,500 | 285 ₹2,850 | 315 ₹3,150 | 270 ₹2,700 | 250 ₹2,500 Lowest |
| 3.00 | Excavation over areas n. exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed. | 20 | Cum | 320 ₹6,400 | 280 ₹5,600 Lowest | 340 ₹6,800 | 350 ₹7,000 | 350 ₹7,000 | 336 ₹6,720 | 330 ₹6,600 | 300 ₹6,000 |
| 4.00 | Removing excavated material (any type of soil) to a distance exc 100m but n. exc 200m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed. | 72 | Cum | 280 ₹20,160 | 200 ₹14,400 Lowest | 320 ₹23,040 | 320 ₹23,040 | 300 ₹21,600 | 315 ₹22,680 | 290 ₹20,880 | 260 ₹18,720 |
| 5.00 | Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed. | 11 | Cum | 168 ₹1,848 | 150 ₹1,650 Lowest | 190 ₹2,090 | 200 ₹2,200 | 180 ₹1,980 | 189 ₹2,079 | 170 ₹1,870 | 160 ₹1,760 |
| 6.00 | M&L for hardcore of broken stone or boulders of gauge n. exc 63mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface complete all as specified and directed. | 57 | Cum | 3,500 ₹1,99,500 | 2,500 ₹1,42,500 | 2,500 ₹1,42,500 | 2,300 ₹1,31,100 Lowest | 3,000 ₹1,71,000 | 2,520 ₹1,43,640 | 2,950 ₹1,68,150 | 2,800 ₹1,59,600 |
| 7.00 | M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed. | 650 | Sqm | 950 ₹6,17,500 | 800 ₹5,20,000 Lowest | 830 ₹5,39,500 | 800 ₹5,20,000 Lowest | 950 ₹6,17,500 | 861 ₹5,59,650 | 900 ₹5,85,000 | 800 ₹5,20,000 Lowest |
| 8.00 | M&L for chequered cement concrete tiles of size 30cm X 30cm X 25mm thick with grey cement and pigments set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile as in floor over and including 20mm thick screed bed in CM 1:4 complete all as specified and directed. | 440 | Sqm | 2,500 ₹11,00,000 | 1,900 ₹8,36,000 Lowest | 2,100 ₹9,24,000 | 2,200 ₹9,68,000 | 2,400 ₹10,56,000 | 2,152.5 ₹9,47,100 | 2,300 ₹10,12,000 | 2,600 ₹11,44,000 |
| 9.00 | M&L for 100mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in hardstanding/path laid in panels, finish the top surfaces even and fair complete including filling the joints with mastic compound all as specified and directed. | 140 | Sqm | 1,250 ₹1,75,000 | 1,000 ₹1,40,000 Lowest | 1,100 ₹1,54,000 | 1,100 ₹1,54,000 | 1,400 ₹1,96,000 | 1,102.5 ₹1,54,350 | 1,300 ₹1,82,000 | 1,100 ₹1,54,000 |
| 10.00 | M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed. | 140 | Sqm | 120 ₹16,800 | 60 ₹8,400 Lowest | 120 ₹16,800 | 150 ₹21,000 | 130 ₹18,200 | 105 ₹14,700 | 125 ₹17,500 | 100 ₹14,000 |
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
16 Jul 2025, 6:00 pmClosed
GE Haddo, Sri Vijaya Puram
GARRISON ENGINEER HADDO MILITARY ENGINEER SERVICES HADDO SRI VIJAYA PURAM 744102
PROVN OF TWO WHEELER PARKING SHED INCLUDING PROTECTIVE WORK WITH HARD STANDING NEAR BAY VISTA AT JAL VIHAR AND PROVN OF INTERLOCKING PAVER PARKING ALONGWITH DRAINAGE AND FENCING NEAR JARAWA CANTEEN UNDER GE HADDO, SRI VIJAYA PURAM
2025_MES_706242_2
8101/E8
Open Tender
Civil Works
Item Rate
180 days
GE Haddo, Sri Vijaya Puram
As per tender document
9 documents required · 9 mandatory
₹500
GE Haddo
₹86,000
Yes
25 Aug 2025
25 Jun 2025
23 Jul 2025
25 Jun 2025
16 Jul 2025
2 Jul 2025
26 Jun 2025 - 28 Jun 2025
Amount
Surface excavation n. exc 30 cm deep and averaging 15 cm deep in any type of soil and getting out complete all as specified and directed.
Excavation in trenches n. exc 1.5m wide and exc 1.5m in depth but n. exc 3m depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed.
Excavation over areas n. exc 1.5m deep and getting out in hard/dense soil complete all as specified and directed.
Removing excavated material (any type of soil) to a distance exc 100m but n. exc 200m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed.
Returning filling in hard/dense soil including spreading levelling watering and well ramming in layers n. exc 25cm thick complete all as specified and directed.
M&L for hardcore of broken stone or boulders of gauge n. exc 63mm deposited spread and levelled in layers n. exc 15 cm thick watered and rammed to a true surface complete all as specified and directed.
M&L for 100mm thick PCC 1:4:8 type D2 (Using 40mm graded stone aggregate) as in path finish the top surfaces even and rough to receive top layer complete all as specified and directed.
M&L for chequered cement concrete tiles of size 30cm X 30cm X 25mm thick with grey cement and pigments set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tile as in floor over and including 20mm thick screed bed in CM 1:4 complete all as specified and directed.
M&L for 100mm thick PCC 1:2:4 type B1 (Using 20mm graded stone aggregate) as in hardstanding/path laid in panels, finish the top surfaces even and fair complete including filling the joints with mastic compound all as specified and directed.
M&L for Spike rolling to surfaces or making impressions of expanded metal, whilst the concrete is green complete all as specified and directed.
M&L for PCC 1:2:4 type B0 (using 12.5mm graded stone aggregate) as in coping, edging including necessary form work complete all as specified
Excavation in post hole in hard/dense soil (or similar holes) each n. exc 0.5 cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm, watering, and removing surplus soil to a distance n. exc 50m and making good surface complete all as specified and directed
M&L for cement concrete 1:2:4 type B1 (Using 20mm graded stone agrregate) as in foundation of posts, railing and similar work complete all as specified and directed
S&F mild steel roof trusses (framed), trrussed, purlins, crane gantries, rails and fastenings and heavy bracket framming (Beam,Tee, Angle, Channels or flat sections) including distance pieces, cleats etc conforming to Fe 410-W (Gde-E-250) quality-A complete all as specified.
S&F plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, without any attachment conforming to Fe-410-W (Gde-E-250) quality-A complete all as specified and directed
S&F for stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc, including welding, grinding, buffing, polishing and making curvature (where ever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc of required size on the top of floor or the side of waist slab with suitable arrangement complete all as specified and directed.
M&L for applying two coats of synthetic enamel paint over a coat of red oxide primer including preparation of new steel surfaces of any description over 10cm width or girth not otherwise described complete all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws all as specified and directed.
S&F Pre-painted galvalume aluminium zinc coating GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, ridges, fixed with self tapping screws all as specified and directed
M&L plain anodised aluminium flat section as in wind tie with GI self tapping screws complete all as specifed and directed.
M&L Cement concrete 1:4:8 type D2 (using 40mm graded stone aggregate) as in foundations or mass concrete complete all as specified and as directed.
M&L precast cement concrete block masonry exc 10 cm width with solid block PCC 1:3:6 type C1 (using 20mm graded stone aggregate) and setting in cement mortar 1:4 all as specified and directed.
M&L for 15mm thick plaster in CM 1:4 on fair face of concrete surface or brick walls finished even and smooth without using extra cement complete all as specified
M&L for preparing newly plastered wall surface 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 complete all as specified and directed
M&L for mild steel work such as posts and struts in fencing including cutting tops as required drilling holes, notching for wires etc and similar works conforming to Fe-290, Gde E-165 complete all as specified and directed.
S&F mild steel screw bolts (machine made) with hexagonal or square head one end and screwed the other, or screwed both ends each screwed end to be fitted with washers and one hexagonal or square nut, dia of shank 11 to 15mm and length of bolt exc 5 cm but n. exc 10 cm complete all as specified and as directed.
Supply only mild steel galvanised PVC coated chain link fencing 3.15mm nominal dia of GI wire, 1.4mm thick PVC coating and average area of aperture 25 sqcm with weight of chain link not less than 2.00 Kg/Sqm complete all as specified and as directed.
Fixing only Chain link fencing inlcuding line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc including provision of binding wires all as specified and directed
S&F mild steel round bars 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and binding with MS post of grade Fe-410-W (Gde E-250) quality-A or Fe-290 (Gde-E-165) complete all as specified and directed
Excavation in trenches n. exc 1.5m wide and n. exc 1.5m in depth in hard/dense soil for foundation, etc or for shafts, wells, cesspits, manholes, pierholes, etc n. exc 10 Sqm on plan and getting out complete all as specified and directed
Removing excavated material (any type of soil) to a distance n. exc 50m and depositing where directed at a level n. exc 1.5m above the starting point complete all as specified and directed
M&L for plain cement concrete 1:3:6 type C1 (using 20mm graded stone aggregate) as in surface channel or drain or benching in manhole including necessary formwork complete all as specified and directed
Forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed
S&F PVC (SWR) pipe 110mm bore, single socketed, in any length with rubber ring joints and jointed with approved adhesive laid in trenches or in floors complete all as specified and directed
M&L for providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified
M&L 14 - 16 mm granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms and like in cement mortar 1:4 including pointing in white cement 1:2 using marble dust with admixture of pigment to match with shade of granite complete all as specified and directed.
V KARTHICK (BID ID -3352044)
LOOK UP ENTERPRISES (BID ID -3352951)
JD Construction (BID ID -3354626)
M/s Prem Enterprise (BID ID -3351602)
M/s K Moorthi (BID ID -3352068)
CHANDER SEKER ENTERPRISE (BID ID -3351579)
SKV Engineering (BID ID -3351541)
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