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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance C 9 53 IIND FLOOR SECTOR 08 ROHINI DELHI 110085 | DELHI | NORTH WEST DELHI | DELHI | 110085 | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹6.5 L (5.02%)Admitted-Finance 1 204 LOWER GROUND FLOOR SADAR BAZAR DELHI CANTT 110010 | NEW DELHI | DELHI | 110010 | ₹1.4 Cr+₹6.5 L (5.02%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | L G BUILDERS L1 | LAXMI GROUP L2 |
|---|---|---|---|---|---|
| 1.00NOTES (READ CAREFULLY BEFORE QUOTING RATE):- (a) Work will be executed in multi storey buildings. (b) Rates quoted shall include for necessary services for ease of work in multistorey bldg like mechanical tools, mechanical suspended platform & Scaffolding for demolition and safety net if required and as directed by Engr-in Charge. (c) During the execution of work, in case of any damages such as to Gas pipe line or water supply pipe, cable etc., the contractor will have to get it repaired/replaced at his own cost and nothing will be paid extra on this account and all these items will be removed/repaired by contractor at his own cost. (d) All the demolished bldg material will be removed outside MOD land by the contractor at his own expenses. The rate of removal is deemed to be included in unit rate quoted. (e) The contractor shall provide all safety equipments to labour employed as per IS standards. | |||||
| 2.00 | M&L for Impregnating cream for injection into masonry or concrete wall 230 mm thick against capillary rising humidity rising bar super strong injection no 306 of Chowgale Building Chemicals or equivalent Pidilite / Dr Fixit / Sika / Fosroc / A.D. Global Synergies complete all as specified and directed | 150 | RM | 850 ₹1,27,500 Lowest | 875 ₹1,31,250 |
| 2.01Method of Application. Methodology:- (a) The surface must be sound, absorbent, clean, free of dust, oil, paint, curing agents, loose cement or lime plaster & concrete, debris or any separation layer. (b) The plaster must be knocked off at least 50 cm beyond the visibly penetrated area. (c) Damaged mortar joints are to be scraped out to a depth of approximately 2-3 cm. All sharp edges/Joints need to be levelled. Loose concrete shall be removed. (d) Drill boreholes at ground level horizontally. The bore holes are drilled horizontally into the masonry. (e) The holes should be drilled until a depth of approx 5 cm (for a 6mm thick wall) before the end of the wall is reached. The boreholes should have a diameter of 12mm upto a maximum of 15mm and should be spaced approx 100 to 120mm apart and the vertical offset is 6cm max. (f) Before inserting Rising bar super strong or equivalent the boreholes must be cleaned from boring dust by using air pressure. It is not necessary to pre-wet the boreholes. (g) For applying the rising bar super strong or equivalent the dosing system inserted as far as possible into the boreholes. While dosing the product uniformly, the injection nozzle is pulled out leading to a completely filled boreholes. (h) Treatment of highly absorbent masonry might require repeated filling of the boreholes, depending upon extent of damage, rising Bar super strong or equivalent can be re-injected in the same hole after 24 hours. Depending on absorbency, application or masonry thickness 0.1 to 0.15 litre/m with 10cm wall thickness. | |||||
| 3.00PMM repairs (FOR PATCH REPAIRS) | |||||
| 3.01 | 25-30 mm average thickness ( in 2 layers) up to 8th floor level | 600 | Sqm | 1,250 ₹7,50,000 Lowest | 1,300 ₹7,80,000 |
| 3.02 | 50-60 mm average thickness ( in 3 layers ) up to 8th floor level | 350 | Sqm | 1,500 ₹5,25,000 Lowest | 1,550 ₹5,42,500 |
| 3.03PMM repairs at 3.01 and 3.02 above shall be done as per following methodology :- | |||||
| 3.04Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust removal vide item below, from slabs, beams, and columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in charge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads . | |||||
| 3.05Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents, rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before micro concreting or patch repair. It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allowed it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. | |||||
| 3.06Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or complete all as specified and directed. | |||||
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
21 Aug 2026, 6:00 pmClosed
CWE NO 2 DELHI CANTT
HQ CWE NOT 2 DELHI CANTT
REPAIR/REHABILITATION OF RCC STRUCTURE, COLUMN, BEAMS, PARAPET, RCC CHAJJA, CI PIPE, SUNKEN TREATMENT, REPAIR OF RCC TANK AND MISC B/R NATURE WORK IN CARIAPPA VIHAR, TARUS SAINIK ARAMGRAH IN THE AREA OF AGE B/R-II UNDER GE (WEST) DELHI CANTT-10
2026_MES_750745_4
8662/West/Token-41/2025-26/E8
Open Tender
Civil Works
Item Rate
180 days
DELHI CANTT
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
GE WEST DELHI CANTT
₹1.9 L
Yes
27 Aug 2026
31 Jul 2026
24 Aug 2026
31 Jul 2026
21 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | M&L for impregnating cream for injection into masonry or concrete wall 230mm thick against capillary rising humidity.
Rising bar super strong Injection No. 306 of chowgule building chemicals or equivalent in Pidilite/Dr Fixit/Sika/Fosroc complete all as specified and directed. | 150 | RM | - | - |
| 2.01 | Method of Application. Methodology:-
(a) The surface must be sound, absorbent, clean, free of dust, oil, paint, curing agents, loose cement or lime plaster & concrete, debris or any separation layer.
(b) The plaster must be knocked off at least 50 cm beyond the visibly penetrated area.
(c) Damaged mortar joints are to be scraped out to a depth of approximately 2-3 cm. All sharp edges/Joints need to be levelled. Loose concrete shall be removed.
(d) Drill boreholes at ground level horizontally. The bore holes are drilled horizontally into the masonry.
(e) The holes should be drilled until a depth of approx 5 cm (for a 6mm thick wall) before the end of the wall is reached. The boreholes should have a diameter of 12mm upto a maximum of 15mm and should be spaced approx 100 to 120mm apart and the vertical offset is 6cm max.
(f) Before inserting Rising bar super strong or equivalent the boreholes must be cleaned from boring dust by using air pressure. It is not necessary to pre-wet the boreholes.
(g) For applying the rising bar super strong or equivalent the dosing system inserted as far as possible into the boreholes. While dosing the product uniformly, the injection nozzle is pulled out leading to a completely filled boreholes.
(h) Treatment of highly absorbent masonry might require repeated filling of the boreholes, depending upon extent of damage, rising Bar super strong or equivalent can be re-injected in the same hole after 24 hours. Depending on absorbency, application or masonry thickness 0.1 to 0.15 litre/m with 10cm wall thickness. | - | - | - | - |
| 3PMM repairs (FOR PATCH REPAIRS) | |||||
| 3.01 | 25-30 mm average thickness ( in 2 layers) up to 8th floor level | 600 | Sqm | - | - |
| 3.02 | 50-60 mm average thickness ( in 3 layers ) up to 8th floor level | 350 | Sqm | - | - |
| 3.03 | PMM repairs at 3.01 and 3.02 above shall be done as per following methodology :- | - | - | - | - |
| 3.04 | Chipping of plaster and unsound/weak concrete material till reinforcement bars are exposed, which enable their rust removal vide item below, from slabs, beams, and columns etc. with standard power driven percussion type or pneumatic chisel of standard make as directed by Engineer-in charge including tapering all edges, making square shoulders of cavities etc complete and disposal of debris up for all lifts and leads . | - | - | - | - |
| 3.05 | Rust removal by Providing and applying Fosroc Reebaklens RR or equivalent from SIKA/ BASF, a combination of acid based material, corrosion inhibitors and dispersing agents, rust remover, for removal of all rust/ scales/corrosion from reinforcement bars before micro concreting or patch repair. It Shall be applied with brush for complete wetting of rusted metal surface at coverage of 2- 2.5 Sqm/ltr. & allowed it to react for 16-24 hours. After 24 hours, a white layer will appear which will protect further corrosion of metal /steel for about 5-7 days. Before applying any protective coating, the surface should be wire brushed and thoroughly cleaned for dust with dry cloth. | - | - | - | - |
| 3.06 | Anticorrosive treatment by Providing and applying Nitozinc Primer an epoxy based zinc rich anti corrosive primer having adhesive bond strength ≥ 1.5 MPa as per ASTM D4541, & shall comply to per ASTM B-117 to be applied on well cleaned, fully exposed and all loose scale , rust free rust free surface obtained by grit blasting or suitable means , to be done with coverage @4.5sqm/litres to achieve a minimum thickness of 40microns DFT or complete all as specified and directed. | - | - | - | - |
| 3.07 | Epoxy bonding for Old concrete & New concrete by providing and applying bond coat on the prepared surface with two component epoxy based bonding coat Nitobond EP of Fosroc make or equivalent, having specific gravity 1.15 to 1.2 gm/cc, Compressive strength(BS 6319 Pt.2)- 50 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 35 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 20 Mpa at 7 days, Shear Strength (BS 6319 Pt.4)- 10 Mpa at 7 days, having an over lay time of 6 hrs and 30 ̊C. Bonding agent shall have coverage not less than 2.5sqm/litres.Laying of reinforcement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. Quoted rate is inclusive of materials, all labour, tools and tackles. complete all as specified and directed. | - | - | - | - |
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