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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-Finance | L1 | Accepted-Finance Being Lowest | |
| 2 | L2₹44.3 L+₹4.6 L (11.5%)Accepted-Finance WZ 250 B 2 GALI NO 08 SADH NAGAR I PALAM COLONY NEW DELHI 110045 | NEW DELHI | SOUTH WEST DELHI | DELHI | 110045 | L2 | Accepted-Finance Not being lowest |
| Sl No | Description | Qty | Unit | imran construction company L2 | M/S MANINDER CONSTRUCTION CO. L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n exc 1.5 m wide and not exc 1.5 m depth for foundation shafts wells cesspits manholes etc n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil. | 86.31 | Cum | 145 ₹12,514.95 Lowest | 150 ₹12,946.5 |
| 2.00 | M&L Cement concrete (l:4:8) type D2 using 40mm graded aggregate in foundations. | 7.32 | CUM | 2,100 ₹15,372 | 500 ₹3,660 Lowest |
| 3.00 | Reinforced cement concrete type B-1(1: 1 1/2 :3) with 20 mm graded aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basment slab under reamed piles and mass concrete | 4.3 | Cum | 7,500 ₹32,250 Lowest | 7,500 ₹32,250 Lowest |
| 4.00 | Reinforced cement concrete type B-1(1: 1 1/2 :3) with 20 mm graded aggregate in column pillars piers posts and struts . | 8.5 | Cum | 7,500 ₹63,750 Lowest | 7,500 ₹63,750 Lowest |
| 5.00 | S&F TMT bars above 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9mm dia mild steel wire or securing with clip. | 1,250 | KG | 98 ₹1,22,500 | 90 ₹1,12,500 Lowest |
| 6.00 | S&F TMT bars 5 mm dia and over up to and including 10mm dia cut out length bent to shape including cranking, bending and binding with 0.9mm dia mild steel wire or securing with clip for striups. | 695 | KG | 99 ₹68,805 | 90 ₹62,550 Lowest |
| 7.00 | S&F Form work to sides of concrete foundations, footing bases of sides and soffits if any of foundation and plinth beams and similar work vertical or to better. | 54 | Sqm | 350 ₹18,900 | 300 ₹16,200 Lowest |
| 8.00 | S&F Form work to sides of pillars piers posts and struts piers columns and stanchions. | 56 | Sqm | 350 ₹19,600 | 300 ₹16,800 Lowest |
| 9.00 | Providing and fixing 6mm thick Suede Finish Greenlam, or equivalent exterior grade Clad (High Pressure Laminates) made up of 1300mm x 3050mm in size and conforming to EN 438-6:2016 standard, EDF Grade. Exterior CLAD HPL should be made under high pressure, using thermosetting Phenolic resin treated kraft layers, Amino plastic resin treated Exclusive & UV conforming Exterior Grade Decorative paper on both sides and UV protection layer above the décor papers on both sides. Clad should be resistant to wet conditions and meets permissible increase on mass, have density >1.35 gm /cm3, UV resistance of a minimum of 4 on a grey scale rating after 1500 hours, Resistance to artificial weathering including light fastness of a minimum rating of 4 (after 650 MJ/m2 radiant exposure). The product must conform to European Fire-Retardant norms of Bs1d0 when classified in accordance with EN 13501-1. The Fire-Retardant Additive must be Halogen free to protect the environment. HPL must be a green product conforming to GRIHA, GreenPro and Green Guard Gold certification and meet Anti-bacterial and Anti-termite property under JIS Z2801 (The manufacturer should provide 12 years warranty on manufacturing related defects). Finish and colour of compact laminates should be finalized under direction of Engineer –in-charge.Clad should be installed on Aluminium tubular substructure in the size of 50mm x 25/50mm or as per site requirement fixed at a maximum centre-to-centre distance of 400mm to 600mm with the help of 5mm dia colour matching rivets with sliding holes and fixed holes on the HPL. The aluminium tubular substructure should be fixed on wall with the help of dead load bearing brackets and wind load bracket by 10mm fastener. Wind load bracket will have vertical slot & dead load bracket will have in horizontal slot & maintain 6mm both horizontal and vertical gap between two installed clad panels. Shade/design of clad should be finalized under direction of Engineer –in-charge. | 34 | Sqm | 5,500 ₹1,87,000 Lowest | 5,500 ₹1,87,000 Lowest |
| 10.00 | Providing and fixing of Stainless steel grade 304 golden letters in English with Main letter of name of institute (MANDIR MARG) of minimize size 225 mm with 275 mm raising. The rest of letters shall also be of Stainless steel grade 304 in golden with minimum size of 250 mm, 300 mm raising. The letters shall be fixed with the help of stainless steel studs on existing granite/HPL Sheet/ACP sheet which shall not be visible from the front. The stainless-steel studs shall be properly grouted with suitable sealant. The letters of name of institute in logo shall be engraved/etched in black letters over golden stainlesssteel sheet with heating process. The design of wall is mentioned in the tender drawing. The work shall have warranty/defect liability period of 36 months as per NIT.Test report for conformality of material wrt pecifications shall be provided.The work shall be executed to the satisfaction of Engineer- in-charge. After award of work,contractor shall provide a Design of signage with logo for approval of engineer -in - charge before implementation at site. | 10 | Each Letter | 2,500 ₹25,000 Lowest | 4,500 ₹45,000 |
Tender Value
₹45.7 L
EMD Value
₹91,400
Closing Date
13 Apr 2026, 6:00 pmClosed
LT COL MANISH E WASNIK
GE (CENTRAL) DELHI CANTT-10
8825/TOKEN-136/2025-26
2026_MES_757253_1
GE/TOKEN-136/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE (CENTRAL) DELHI CANTT-10
AS PER NIT
9 documents required · 9 mandatory
₹500
Yes
GE (CENTRAL) DELHI CANTT-10
₹91,400
Yes
23 Apr 2026
23 Mar 2026
15 Apr 2026
23 Mar 2026
13 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Excavation in trenches n exc 1.5 m wide and not exc 1.5 m depth for foundation shafts wells cesspits manholes etc n exc. 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft and loose soil. | |||||
| 2M&L Cement concrete (l:4:8) type D2 using 40mm graded aggregate in foundations. | |||||
| 3Reinforced cement concrete type B-1(1: 1 1/2 :3) with 20 mm graded aggregate as in foundation including rafters footings foundation beam plinth beam bases for column etc basment slab under reamed piles and mass concrete | |||||
| 4Reinforced cement concrete type B-1(1: 1 1/2 :3) with 20 mm graded aggregate in column pillars piers posts and struts . | |||||
| 5S&F TMT bars above 10 mm dia cut out length bent to shape including cranking, bending and binding with 0.9mm dia mild steel wire or securing with clip. | |||||
| 6S&F TMT bars 5 mm dia and over up to and including 10mm dia cut out length bent to shape including cranking, bending and binding with 0.9mm dia mild steel wire or securing with clip for striups. | |||||
| 7S&F Form work to sides of concrete foundations, footing bases of sides and soffits if any of foundation and plinth beams and similar work vertical or to better. | |||||
| 8S&F Form work to sides of pillars piers posts and struts piers columns and stanchions. | |||||
| 9Providing and fixing 6mm thick Suede Finish Greenlam, or equivalent exterior grade Clad (High Pressure Laminates) made up of 1300mm x 3050mm in size and conforming to EN 438-6:2016 standard, EDF Grade. Exterior CLAD HPL should be made under high pressure, using thermosetting Phenolic resin treated kraft layers, Amino plastic resin treated Exclusive & UV conforming Exterior Grade Decorative paper on both sides and UV protection layer above the décor papers on both sides. Clad should be resistant to wet conditions and meets permissible increase on mass, have density >1.35 gm /cm3, UV resistance of a minimum of 4 on a grey scale rating after 1500 hours, Resistance to artificial weathering including light fastness of a minimum rating of 4 (after 650 MJ/m2 radiant exposure). The product must conform to European Fire-Retardant norms of Bs1d0 when classified in accordance with EN 13501-1. The Fire-Retardant Additive must be Halogen free to protect the environment. HPL must be a green product conforming to GRIHA, GreenPro and Green Guard Gold certification and meet Anti-bacterial and Anti-termite property under JIS Z2801 (The manufacturer should provide 12 years warranty on manufacturing related defects). Finish and colour of compact laminates should be finalized under direction of Engineer –in-charge.Clad should be installed on Aluminium tubular substructure in the size of 50mm x 25/50mm or as per site requirement fixed at a maximum centre-to-centre distance of 400mm to 600mm with the help of 5mm dia colour matching rivets with sliding holes and fixed holes on the HPL. The aluminium tubular substructure should be fixed on wall with the help of dead load bearing brackets and wind load bracket by 10mm fastener. Wind load bracket will have vertical slot & dead load bracket will have in horizontal slot & maintain 6mm both horizontal and vertical gap between two installed clad panels. Shade/design of clad should be finalized under direction of Engineer –in-charge. | |||||
| 10Providing and fixing of Stainless steel grade 304 golden letters in English with Main letter of name of institute (MANDIR MARG) of minimize size 225 mm with 275 mm raising. The rest of letters shall also be of Stainless steel grade 304 in golden with minimum size of 250 mm, 300 mm raising. The letters shall be fixed with the help of stainless steel studs on existing granite/HPL Sheet/ACP sheet which shall not be visible from the front. The stainless-steel studs shall be properly grouted with suitable sealant. The letters of name of institute in logo shall be engraved/etched in black letters over golden stainlesssteel sheet with heating process. The design of wall is mentioned in the tender drawing. The work shall have warranty/defect liability period of 36 months as per NIT.Test report for conformality of material wrt pecifications shall be provided.The work shall be executed to the satisfaction of Engineer- in-charge. After award of work,contractor shall provide a Design of signage with logo for approval of engineer -in - charge before implementation at site. | |||||
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