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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹81.7 LAccepted-AOC ROOM NO 214 GANESH MURTHY NAGAR PART III COLABA MUMBAI 400 005 | MUMBAI | MAHARASHTRA | 400005 | L1 | Accepted-AOC AOC | |
| 2 | L2₹90.8 L+₹6.9 L (8.23%)Rejected-Finance FLAT NO 002 MAHAVIR VILLA CHS LTD PLOT NO 259 SECTOR 21 NERUL EAST NAVI MUMBAI 400 706 | THANE | MAHARASHTRA | 400706 | L2 | Rejected-Finance Other than being lowest | |
| 3 | L3₹91.5 L+₹7.6 L (9.07%)Rejected-Finance NOT AVAILABLE | L3 | Rejected-Finance Other than being lowest | |
| 4 | L4₹94.0 L+₹10.2 L (12.1%)Rejected-Finance | L4 | Rejected-Finance Other than being lowest |
| Sl No | Description | Qty | Unit | RAJENDRA CONSTRUCTION L2 | Pragathi Infrastructure Co. L1 | C S Sharma and Co L4 | SHREE JAGDISH FURNITURE CO. L3 |
|---|---|---|---|---|---|---|---|
| 1.00Note : 1. The tenderer shall note that before quoting his unit rate, all items of works shall be executed in high rise building, including provision of necessary scaffolding & safety measures. 2. Removal of Debris out side MoD land and site clearance as per the direction of Engineer- in- Charge. 3. Safety eqpt to be carried all the time. 4. Scaffolding wherever reqd deemed to be included in quoted rates. 5. Contractor is solely responsible for any defect or after working situation . | |||||||
| 2.00 | Taking down cement plaster on brick/stone masonry or in concrete surface etc including raking out joints, hacking for key, scrubbing down with water, etc and removing debris to out side MoD land complete all as specified and directed . | 1,130 | Sqm | 41 ₹46,330 | 25 ₹28,250 | 40 ₹45,200 | 20 ₹22,600 Lowest |
| 3.00 | M&L for 15 mm thick rendering in CM 1:4, with water proofing compound@3% by weight of cement and finishing the surface even and smooth with out using extra cement complete all as specified and directed. Note :WPC will be measured and paid separately. | 200 | Sqm | 375 ₹75,000 | 220 ₹44,000 | 260 ₹52,000 | 200 ₹40,000 Lowest |
| 4.00 | Supply only integral water proofing compound ISI marked complete all as specified and directed | 234 | Kg | 70 ₹16,380 | 50 ₹11,700 Lowest | 80 ₹18,720 | 50 ₹11,700 Lowest |
| 5.00 | M&L for 15 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces finishing the surface even and smooth without using extra cement complete all as specified and directed. | 220 | Sqm | 345 ₹75,900 | 220 ₹48,400 | 280 ₹61,600 | 200 ₹44,000 Lowest |
| 6.00 | M&L for 5mm thick rendering in CM 1:3 on fair faces of concre in ceiling surface finishing the surface even and smooth without using extra cement c complete all as specified and directed. | 60 | Sqm | 499 ₹29,940 | 150 ₹9,000 | 250 ₹15,000 | 147 ₹8,820 Lowest |
| 7.00 | Material & labour for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortar surfaces of RCC columns, beams, walls, chajjah etc and exposing the reinforcement , wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthening the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and finally providing 30mm thick polymer plaster (1:5:15, polymer,cement, Quartz sand) and finally finishing the surface fair and even all as specified and directed. Note :- (New reinforcement and MS Sections shall be measured and paid separately) | 200 | Sqm | 551 ₹1,10,200 | 400 ₹80,000 Lowest | 440 ₹88,000 | 666 ₹1,33,200 |
| 8.00 | Material & labour for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortor surfaces of RCC columns, beams, walls, chajjah etc and exposing the reinforcement , wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthening the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and jacketing around column/beam/other RCC members with Microconcrete including all lifts, shuttering , drilling holes and fixing shear anchor / deficient reinforcement as aper manufacturing specification and including scaffolding upto any height complete all as specified and directed.
. Note :-Note :- (New reinforcement and MS Sections shall be measured and paid separately) | 3 | Cum | 45,500 ₹1,36,500 | 30,000 ₹90,000 Lowest | 55,000 ₹1,65,000 | 35,000 ₹1,05,000 |
| 9.00 | M&L for epoxy dipped shear keys of 10mm dia and 3" to 4" length in columns, Beams, Walls, Slabs etc before Micro concreting complete all as specified and as directed. | 350 | Each | 101 ₹35,350 | 300 ₹1,05,000 | 80 ₹28,000 Lowest | 100 ₹35,000 |
| 10.00 | PU Injection Grouting : M& L for Clean the surface and remove any dust, unsound or contaminated material, plaster, oil, paint, grease, corrosion deposits or algae. The surface should preferably be prepared using high pressure water jetting or light abrasive blasting, followed by thorough washing to remove dust and remaining particles. Dirt alone may be removed with wire brushes or similar mechanical means. Oil and grease deposits should be removed by steam cleaning, detergent scrubbing or the use of a proprietary degreaser. The effectiveness of decontamination should be assessed by a pull-off test. Blow the cracks and treated surface with oil free air to ensure complete removal of all dust and loose particles. Ensure that the surfaces are blown dry. In the presence of running water the flow must be stopped using Nitofill WS60 which produces a rapid setting waterstopping foam. When the water is stopped the cracks are reinjected with Nitofill UR63. All cracks must be sealed and injection packers or nipples located in place before Nitofill UR63 is injected. Once grouting operation is completed remove the packers and make good any holes or voids with Nitomortar FC and allow to cure. The Nitomortar FC can be ground off or softened with a blow lamp and peeled off.complete all as specified and as directed. | 250 | Each | 1,199 ₹2,99,750 | 600 ₹1,50,000 | 800 ₹2,00,000 | 447 ₹1,11,750 Lowest |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
27 May 2026, 6:00 pmClosed
CWE (NW) Mumbai
CWE (NW) Mumbai
REPAIR TO CHAJJA, FACIA PLASTERING, PARAPET WALL AND REPAIR TO MICRO CONCRETING STRUCTURAL REPAIR HARD STANDING MS WORK IN KL BERTH TORPEDO DOCK, INER BREAK AND CONNECTED AREA AT NAVAL DOCKYARD UNDER AGE BR-I UNDER GE(NW) KUNJALI
2026_MES_762726_1
8533/CWE(NW)MUMBAI/E8
Open Tender
Civil Works
Item Rate
330 days
GE (NW) Kunjali
Class B
Category a (i)
7 documents required · 7 mandatory
₹1,000
GE (NW) Kunjali
₹1.9 L
Yes
29 Sept 2026
1 May 2026
29 May 2026
1 May 2026
27 May 2026
22 May 2026
1 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Taking down cement plaster on brick/stone masonry or in concrete surface etc including raking out joints, hacking for key, scrubbing down with water, etc and removing debris to out side MoD land complete all as specified and directed . | 1,130 | Sqm | - | - |
| 3 | M&L for 15 mm thick rendering in CM 1:4, with water proofing compound@3% by weight of cement and finishing the surface even and smooth with out using extra cement complete all as specified and directed. Note :WPC will be measured and paid separately. | 200 | Sqm | - | - |
| 4 | Supply only integral water proofing compound ISI marked complete all as specified and directed | 234 | Kg | - | - |
| 5 | M&L for 15 mm thick rendering in CM 1:6 on fair faces of brick work or concrete surfaces finishing the surface even and smooth without using extra cement complete all as specified and directed. | 220 | Sqm | - | - |
| 6 | M&L for 5mm thick rendering in CM 1:3 on fair faces of concre in ceiling surface finishing the surface even and smooth without using extra cement c complete all as specified and directed. | 60 | Sqm | - | - |
| 7 | Material & labour for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortar surfaces of RCC columns, beams, walls, chajjah etc and exposing the reinforcement , wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthening the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and finally providing 30mm thick polymer plaster (1:5:15, polymer,cement, Quartz sand) and finally finishing the surface fair and even all as specified and directed. Note :- (New reinforcement and MS Sections shall be measured and paid separately) | 200 | Sqm | - | - |
| 8 | Material & labour for taking down, chipping and removing the loose, spailt, damaged cement concrete, cement mortor surfaces of RCC columns, beams, walls, chajjah etc and exposing the reinforcement , wire brushing and cleaning the exposed steel reinforced bar, applying rust remover over the cleaned re-bar surface wash the re-bar with clean water for removing all rusts from the old re-bar surfaces, fixing new reinforcement for strengthening the members as required, applying two coats of epoxy zinc primer on new and old steel surfaces, saturate the substrate with water applying one coat of polymer modified bond coat on affected concrete surfaces and jacketing around column/beam/other RCC members with Microconcrete including all lifts, shuttering , drilling holes and fixing shear anchor / deficient reinforcement as aper manufacturing specification and including scaffolding upto any height complete all as specified and directed.
. Note :-Note :- (New reinforcement and MS Sections shall be measured and paid separately) | 3 | Cum | - | - |
| 9 | M&L for epoxy dipped shear keys of 10mm dia and 3" to 4" length in columns, Beams, Walls, Slabs etc before Micro concreting complete all as specified and as directed. | 350 | Each | - | - |
| 10 | PU Injection Grouting : M& L for Clean the surface and remove any dust, unsound or contaminated material, plaster, oil, paint, grease, corrosion deposits or algae. The surface should preferably be prepared using high pressure water jetting or light abrasive blasting, followed by thorough washing to remove dust and remaining particles. Dirt alone may be removed with wire brushes or similar mechanical means. Oil and grease deposits should be removed by steam cleaning, detergent scrubbing or the use of a proprietary degreaser. The effectiveness of decontamination should be assessed by a pull-off test. Blow the cracks and treated surface with oil free air to ensure complete removal of all dust and loose particles. Ensure that the surfaces are blown dry. In the presence of running water the flow must be stopped using Nitofill WS60 which produces a rapid setting waterstopping foam. When the water is stopped the cracks are reinjected with Nitofill UR63. All cracks must be sealed and injection packers or nipples located in place before Nitofill UR63 is injected. Once grouting operation is completed remove the packers and make good any holes or voids with Nitomortar FC and allow to cure. The Nitomortar FC can be ground off or softened with a blow lamp and peeled off.complete all as specified and as directed. | 250 | Each | - | - |
| 11 | Demolition of reinforced concrete in shelves slabs n.exc 15 cm thickness in any position and removing the debris out of MoD land complete all as specified and directed. | 4 | Cum | - | - |
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