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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.6 LAccepted-AOC H NO 113 APR COLONY KATANGA CANTT JABALPUR M P PIN 482001 | JABALPUR | MADHYA PRADESH | 482001 | ₹16.6 L Quoted ₹17.2 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹17.4 L+₹24,040 (1.40%)Rejected-Finance NOT FOUND | ₹17.4 L+₹24,040 (1.40%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹17.8 L+₹59,991.90 (3.49%)Rejected-Finance | ₹17.8 L+₹59,991.90 (3.49%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹18.0 L+₹79,413 (4.62%)Rejected-Finance S 253 MANGOL PURI NEW DELHI 110083 | NEW DELHI | NORTH WEST DELHI | DELHI | 110083 | ₹18.0 L+₹79,413 (4.62%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹18.0 L+₹80,705.17 (4.69%)Rejected-Finance | ₹18.0 L+₹80,705.17 (4.69%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | HANUMAN BUILDERS L7 | shiv shanker enterprises L2 | Rohan Construction Company L6 | P.H. CONSTRUCTION CO. L1 | M/S DK Constructions co. L4 | M/s Vijay Enterprises L5 | HARICHAND CONSTRUCTION L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in ground floors and paving n. Exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-Charge. | 4.1 | Cum | 300 ₹1,230 | 100 ₹410 Lowest | 100 ₹410 Lowest | 350 ₹1,435 | 1,300 ₹5,330 | 255 ₹1,045.5 | 299 ₹1,225.9 |
| 2.00 | Dismantling floor, hearth or wall tiling including cement mortar bedding (incl backing), removing tiles and rubbish off the premises (out of Defence land) complete all as specified and as directed by Engineer-in-Charge. | 320 | Sqm | 20 ₹6,400 | 10 ₹3,200 | 10 ₹3,200 | 5 ₹1,600 Lowest | 230 ₹73,600 | 14 ₹4,480 | 9 ₹2,880 |
| 3.00 | M&L for 75 mm thick cement concrete type D-2 1:4:8 (40mm graded aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge. | 55 | Sqm | 200 ₹11,000 | 175 ₹9,625 | 350 ₹19,250 | 55 ₹3,025 Lowest | 480 ₹26,400 | 210 ₹11,550 | 199 ₹10,945 |
| 4.00 | M&L for 18 -20 mm thick polished kota stone, machine cut kota stone slab flooring over 20mm thick cement screed bed in CM (1:6), and jointed in neat cement slurry mixed with pigment to match the shade of slab complete all as specified and as directed by Engineer-in-Charge. | 55 | Sqm | 1,100 ₹60,500 | 700 ₹38,500 | 650 ₹35,750 | 450 ₹24,750 Lowest | 1,200 ₹66,000 | 800 ₹44,000 | 700 ₹38,500 |
| 5.00 | M&L for Non skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, in floors etc set and joined in neat cement slurry and pointed in white or colour cement to match colour tiles including 20 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. | 45 | Sqm | 800 ₹36,000 | 600 ₹27,000 | 715 ₹32,175 | 510 ₹22,950 Lowest | 800 ₹36,000 | 650 ₹29,250 | 630 ₹28,350 |
| 6.00 | M&L for glazed ceramic coloured tiles (450x300x7mm) thick on vertical surfaces such as skirting wall, and dado set and joint in neat cement slurry and pointed in white or coloured cement to match including 10mm thick plastering in cement mortar (1:4) rough to receive tiles complete all as specified and directed by Engineer-in-Charge. | 175 | Sqm | 840 ₹1,47,000 | 600 ₹1,05,000 | 777 ₹1,35,975 | 555 ₹97,125 Lowest | 815 ₹1,42,625 | 650 ₹1,13,750 | 689 ₹1,20,575 |
| 7.00 | M&L for vitrified ceramic light coloured tiles 10 mm thick (square/rectangular) area of each tile n.exceeding 0.36 Sqm in floors etc set and joined in neat cement slurry and pointed in white or colour cement to match colour tiles including 20 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. | 75 | Sqm | 900 ₹67,500 | 1,051 ₹78,825 | 999 ₹74,925 | 750 ₹56,250 Lowest | 1,185 ₹88,875 | 800 ₹60,000 | 850 ₹63,750 |
| 8.00 | M&L in repair of Antistatic false flooring (raised access floor) Panels comprising of nominal 600mm (30 to 35mm thick) modular panels (USF 1000 HPL finish Panel 600 x 600 x 35mm) with heavy duty pedestals in Antistatic false flooring (raised access floor) system. (The total system weight shall not exceed 40 Kg/Sqm. The system shall be able to withstand a UDL of 2000 Kg/m2 and a point load of 450 Kg/m2.) complete all as specified and directed by Engineer-in-Charge. | 60 | Sqm | 5,400 ₹3,24,000 | 3,500 ₹2,10,000 | 4,444 ₹2,66,640 | 7,500 ₹4,50,000 | 2,900 ₹1,74,000 Lowest | 5,500 ₹3,30,000 | 3,999 ₹2,39,940 |
| 9.00 | M&L for granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed by Engineer-in-Charge. | 25 | Sqm | 2,000 ₹50,000 | 1,650 ₹41,250 | 1,999 ₹49,975 | 1,150 ₹28,750 Lowest | 2,000 ₹50,000 | 1,800 ₹45,000 | 1,820 ₹45,500 |
| 10.00 | Taking down chowkhats or frames exc 1.5 sq. M but n exc 4 sq. M but with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge. | 8 | Each | 180 ₹1,440 | 100 ₹800 | 100 ₹800 | 25 ₹200 Lowest | 257 ₹2,056 | 100 ₹800 | 100 ₹800 |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
13 May 2026, 6:00 pmClosed
AGE (I) (U) B/R
AGE (I) (U) B/R, Delhi Cantt-10
REPAIR TO BATH ROOM, RAIN WATER PIPE, FLOOR TILES, ROOF SHEET AND JOINERY WORK UNDER THE AOR OF DIPAC UNDER AGE (I) (U) B/R DELHI CANTT-10
2025_MES_728143_4
AGE(I)(U)B/R/T-18/2025-26
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
AGE (I) (U) B/R
₹50,000
Yes
23 Sept 2026
30 Apr 2026
15 May 2026
30 Apr 2026
13 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete (unreinforced) in ground floors and paving n. Exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-Charge. | 4.1 | Cum | - | - |
| 2 | Dismantling floor, hearth or wall tiling including cement mortar bedding (incl backing), removing tiles and rubbish off the premises (out of Defence land) complete all as specified and as directed by Engineer-in-Charge. | 320 | Sqm | - | - |
| 3 | M&L for 75 mm thick cement concrete type D-2 1:4:8 (40mm graded aggregate) as in sub base complete all as specified and directed by Engineer-in-Charge. | 55 | Sqm | - | - |
| 4 | M&L for 18 -20 mm thick polished kota stone, machine cut kota stone slab flooring over 20mm thick cement screed bed in CM (1:6), and jointed in neat cement slurry mixed with pigment to match the shade of slab complete all as specified and as directed by Engineer-in-Charge. | 55 | Sqm | - | - |
| 5 | M&L for Non skid ceramic coloured tiles 7 to 8 mm thick (square/rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, in floors etc set and joined in neat cement slurry and pointed in white or colour cement to match colour tiles including 20 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. | 45 | Sqm | - | - |
| 6 | M&L for glazed ceramic coloured tiles (450x300x7mm) thick on vertical surfaces such as skirting wall, and dado set and joint in neat cement slurry and pointed in white or coloured cement to match including 10mm thick plastering in cement mortar (1:4) rough to receive tiles complete all as specified and directed by Engineer-in-Charge. | 175 | Sqm | - | - |
| 7 | M&L for vitrified ceramic light coloured tiles 10 mm thick (square/rectangular) area of each tile n.exceeding 0.36 Sqm in floors etc set and joined in neat cement slurry and pointed in white or colour cement to match colour tiles including 20 mm thick screed bed in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge. | 75 | Sqm | - | - |
| 8 | M&L in repair of Antistatic false flooring (raised access floor) Panels comprising of nominal 600mm (30 to 35mm thick) modular panels (USF 1000 HPL finish Panel 600 x 600 x 35mm) with heavy duty pedestals in Antistatic false flooring (raised access floor) system. (The total system weight shall not exceed 40 Kg/Sqm. The system shall be able to withstand a UDL of 2000 Kg/m2 and a point load of 450 Kg/m2.) complete all as specified and directed by Engineer-in-Charge. | 60 | Sqm | - | - |
| 9 | M&L for granite (of any type) tiles 20mm thick machine cut, bedded and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grinding and polishing complete all as specified and directed by Engineer-in-Charge. | 25 | Sqm | - | - |
| 10 | Taking down chowkhats or frames exc 1.5 sq. M but n exc 4 sq. M but with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge. | 8 | Each | - | - |
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