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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAdmitted-Finance 39 359 B PULICKAL THIRUVAMBADY POST ALAPPUZHA KERALA PIN 688 002 | ALAPPUZHA | ALAPPUZHA | KERALA | 688002 | ₹38.9 L | L1 | Admitted-Finance |
| 2 | L2₹49.9 L+₹11.1 L (28.5%)Admitted-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 | ₹49.9 L+₹11.1 L (28.5%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not eligible for D Class tender |
| Sl No | Description | Qty | Unit | Abhiraj Enterprises L2 | St George Engineering Works L1 |
|---|---|---|---|---|---|
| 1.00 | Providing and erecting two legged metal tubular scaffolding (cup lock type) of width 1200 to 1500mm largely free standing by using H frames of tubular pipes of minimum 40mm diameter, with base plates fixed or adjustable with necessary clamps, coulders, brackets for projections, joint pins, pulleys and other accessories including steel angle or tubular pipe bracings at adequate intervals, access platforms of metal or timber planks of span not exceeding 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work including provision of rubber inserts to pipe ends at point of contact with structure to avoid damage, including access ladders with intermidiate platforms, and scaffolding to be suitably braced and anchored to to the building using support systems created temporarily at the opening in walls using vertical and horizontal adjustable propson the exterior side of building structure, upto 25metre height, above ground level complete all as specified and directed. | 512 | Sqm | 821 ₹4,20,352 | 550 ₹2,81,600 Lowest |
| 2.00 | Taking down cement plaster on brick / stone walls of any descrition including raking out joints to a depth of 20 mm, hacking for key, scrubbing down with water etc complete all as specified and directed . | 159 | Sqm | 60 ₹9,540 Lowest | 170 ₹27,030 |
| 3.00 | Chipping /removing loose concrete upto reinforcement bars, without damaging the reinforcement, removing all the loose materials and to make all the exposed surfaces free from oil, dust and all impurities etc complete all as specified and directed . | 154 | Sqm | 68 ₹10,472 Lowest | 350 ₹53,900 |
| 4.00 | Demolition of brickwork or PCC Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed . | 2 | Cum | 700 ₹1,400 Lowest | 1,000 ₹2,000 |
| 5.00 | 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 all as specified and as directed | 2 | Cum | 22,000 ₹44,000 | 10,200 ₹20,400 Lowest |
| 6.00 | Removing building rubbish materials (other than soil) to a distance of beyod 50m including loading and unloading complete all as specified and as directed | 41 | Per Load | 1,001 ₹41,041 | 210 ₹8,610 Lowest |
| 7.00 | Application of Rust Converter :
Providing and applying one coat of Alkaline Rust converting primer conforming to ASTM-B-117 to exposed existing rebars after removing and cleaning the loose rust by wire brush including allow to dry for 6-8 hours complete all as specified and as directed.
Make : Reebaklens RR of M/s Fosroc or equivalent in M/s Sika, M/s STP | 154 | Rm | 250 ₹38,500 | 165 ₹25,410 Lowest |
| 8.00 | Application of Corrosion Inhibitor:
Providing and applying one coat of concrete penetrating corrosion Inhibitor (surface applied) which works on Bipolar Inhibition Mechanism on entire concrete surface to be repaired by using brush or spray at 250 ml per Sqm per coat which is prior to application of first coat of anti corrosive coating to reinforcement complete all as specified and as directed.
Make : Conplast CN of M/s Fosroc or equivalent in M/s Sika, M/s STP | 154 | Sqm | 300 ₹46,200 | 175 ₹26,950 Lowest |
| 9.00 | Bond Coat :
Providing and applying one coat of structural grade epoxy bond coat conforming to ASTM-C-882-87 by brush to the concrete surfaces which is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete to have monolithic action between old concrete surface and new concrete surface complete all as specified and as directed.
Make : Nitobond EP of M/s Fosroc or equivalent in M/s Sika, M/s STP | 180 | Sqm | 711 ₹1,27,980 | 510 ₹91,800 Lowest |
| 10.00 | Providing Ready mix Micro Concrete jacketing to walls or beams of thickness upto 75 mm using Polymer modified cement premixed quartz sand aggregate packed in bags of standard manufacture, for high early strength of 40 N /mm sq.cm of approved brand. The dry product is to be mixed with 12.5% water by weight, along with washed and poured into rigid form work moulds and tamped properly including curing for 3 days and necessary shuttering work complete all as specified and as directed.
Note : Weight of premixed micro concrete product consumed actually as per site requirement for the purpose of payment
Make : Renderoc RG of M/s Fosroc or equivalent in M/s Sika, M/s STP | 5,670 | Kg | 181 ₹10,26,270 | 50 ₹2,83,500 Lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
30 Mar 2026, 6:00 pmClosed
GE NAVY LAKSHADWEEP
GE (Navy) Lakshadweep, Kavaratti
REPAIR WORKS TO VARIOUS STRUCTURAL MEMBERS FOR P-36,P-10, P-24 AND MISCALLANEOUS WORKS AT ICGS KAVARATTI UNDER GE (NAVY) LAKSHADWEEP
2026_MES_749954_2
8452
Open Tender
Civil Works
Item Rate
240 days
LAKSHADWEEP
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
GE NAVY LAKSHADWEEP
₹80,000
Yes
9 Apr 2026
3 Mar 2026
1 Apr 2026
3 Mar 2026
30 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and erecting two legged metal tubular scaffolding (cup lock type) of width 1200 to 1500mm largely free standing by using H frames of tubular pipes of minimum 40mm diameter, with base plates fixed or adjustable with necessary clamps, coulders, brackets for projections, joint pins, pulleys and other accessories including steel angle or tubular pipe bracings at adequate intervals, access platforms of metal or timber planks of span not exceeding 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work including provision of rubber inserts to pipe ends at point of contact with structure to avoid damage, including access ladders with intermidiate platforms, and scaffolding to be suitably braced and anchored to to the building using support systems created temporarily at the opening in walls using vertical and horizontal adjustable propson the exterior side of building structure, upto 25metre height, above ground level complete all as specified and directed. | 512 | Sqm | - | - |
| 2 | Taking down cement plaster on brick / stone walls of any descrition including raking out joints to a depth of 20 mm, hacking for key, scrubbing down with water etc complete all as specified and directed . | 159 | Sqm | - | - |
| 3 | Chipping /removing loose concrete upto reinforcement bars, without damaging the reinforcement, removing all the loose materials and to make all the exposed surfaces free from oil, dust and all impurities etc complete all as specified and directed . | 154 | Sqm | - | - |
| 4 | Demolition of brickwork or PCC Block masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and as directed . | 2 | Cum | - | - |
| 5 | 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 all as specified and as directed | 2 | Cum | - | - |
| 6 | Removing building rubbish materials (other than soil) to a distance of beyod 50m including loading and unloading complete all as specified and as directed | 41 | Per Load | - | - |
| 7 | Application of Rust Converter :
Providing and applying one coat of Alkaline Rust converting primer conforming to ASTM-B-117 to exposed existing rebars after removing and cleaning the loose rust by wire brush including allow to dry for 6-8 hours complete all as specified and as directed.
Make : Reebaklens RR of M/s Fosroc or equivalent in M/s Sika, M/s STP | 154 | Rm | - | - |
| 8 | Application of Corrosion Inhibitor:
Providing and applying one coat of concrete penetrating corrosion Inhibitor (surface applied) which works on Bipolar Inhibition Mechanism on entire concrete surface to be repaired by using brush or spray at 250 ml per Sqm per coat which is prior to application of first coat of anti corrosive coating to reinforcement complete all as specified and as directed.
Make : Conplast CN of M/s Fosroc or equivalent in M/s Sika, M/s STP | 154 | Sqm | - | - |
| 9 | Bond Coat :
Providing and applying one coat of structural grade epoxy bond coat conforming to ASTM-C-882-87 by brush to the concrete surfaces which is applied prior to the application of polymer repair mortar / epoxy mortar / Microconcrete to have monolithic action between old concrete surface and new concrete surface complete all as specified and as directed.
Make : Nitobond EP of M/s Fosroc or equivalent in M/s Sika, M/s STP | 180 | Sqm | - | - |
| 10 | Providing Ready mix Micro Concrete jacketing to walls or beams of thickness upto 75 mm using Polymer modified cement premixed quartz sand aggregate packed in bags of standard manufacture, for high early strength of 40 N /mm sq.cm of approved brand. The dry product is to be mixed with 12.5% water by weight, along with washed and poured into rigid form work moulds and tamped properly including curing for 3 days and necessary shuttering work complete all as specified and as directed.
Note : Weight of premixed micro concrete product consumed actually as per site requirement for the purpose of payment
Make : Renderoc RG of M/s Fosroc or equivalent in M/s Sika, M/s STP | 5,670 | Kg | - | - |
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