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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.3 LAccepted-Finance | L1 | Accepted-Finance Accepted being L1 | |
| 2 | L2₹30.1 L+₹3.8 L (14.3%)Rejected-Finance RZ H 5 NANDA BLOCK MAHAVIR ENCLAVE PART 1 PAL AM SOUTH WEST DELHI DELHI 110045 | SOUTH WEST DELHI | DELHI | 110045 | L2 | Rejected-Finance Rejected | |
| 3 | L3₹30.4 L+₹4.1 L (15.4%)Rejected-Finance | L3 | Rejected-Finance Rejected | |
| 4 | L4₹33.7 L+₹7.3 L (27.9%)Rejected-Finance PLOT NO 59 60 WAZIDPUR JAIMAU KANPUR 208010 | KANPUR NAGAR | UTTAR PRADESH | 208010 | L4 | Rejected-Finance Rejected | |
| 5 | L5₹33.9 L+₹7.6 L (28.7%)Rejected-Finance PLOT NO 59 60 WAZIDPUR JAIMAU KANPUR 208010 | KANPUR NAGAR | UTTAR PRADESH | 208010 | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | B. S BUILDERS L5 | M/S GR construction compony L6 | M/S Yamin L1 | Dhirendra Singh & Sons L4 | M/S SIMRAN CONSTRUCTION CO L7 | SAGAR ENTERPRISES L3 | Rohan Construction Company L8 | SM CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete in ground floors and paving not exceeding 15 cm thickness ( below or above ground level) and disposing the rubbish to a distance exceeding 50 Mtr but not exceeding 100 Mtr away to low lying areas complete all as specified and directed by Engineer-in-Charge. | 343 | Cum | 163 ₹55,909 | 50 ₹17,150 | 50 ₹17,150 | 100 ₹34,300 | 115 ₹39,445 | 70 ₹24,010 | 10 ₹3,430 Lowest | 50 ₹17,150 |
| 2.00 | M&L for concrete glossy cadbury chequered tile 30cm x 30cm x 25mm thick, with grey pigment cement and pigments set jointed and pointed in neat cement slurry in floors, over 20mm thick screed bed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | 553 | Sqm | 593 ₹3,27,929 | 600 ₹3,31,800 | 400 ₹2,21,200 | 550 ₹3,04,150 | 680 ₹3,76,040 | 520 ₹2,87,560 | 600 ₹3,31,800 | 250 ₹1,38,250 Lowest |
| 3.00 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded agg) in kerbs , rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. | 4 | Cum | 3,999 ₹15,996 | 3,000 ₹12,000 | 3,000 ₹12,000 | 2,500 ₹10,000 | 3,000 ₹12,000 | 4,200 ₹16,800 | 3,500 ₹14,000 | 600 ₹2,400 Lowest |
| 4.00 | Dismantaling stone slabs or tiles of any description or thickness in floor complete all as specified and directed by Engineer-in-Charge. | 400 | 10 Sqm | 63 ₹25,200 | 50 ₹20,000 | 40 ₹16,000 | 100 ₹40,000 | 100 ₹40,000 | 4 ₹1,600 Lowest | 10 ₹4,000 | 20 ₹8,000 |
| 5.00 | M&L for 75 mm thick cement concrete type D-2 1:4:8 ( 40mm graded aggregate) as in sub base for interlocking complete all as specified and directed by Engineer-in-Charge. | 4,553 | Sqm | 163 ₹7,42,139 | 150 ₹6,82,950 | 50 ₹2,27,650 Lowest | 155 ₹7,05,715 | 110 ₹5,00,830 | 90 ₹4,09,770 | 250 ₹11,38,250 | 140 ₹6,37,420 |
| 6.00 | M&L for machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade including 30mm thick sand cushioning under floor or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 4,000 | Sqm | 511 ₹20,44,000 | 635 ₹25,40,000 | 500 ₹20,00,000 Lowest | 525 ₹21,00,000 | 690 ₹27,60,000 | 550 ₹22,00,000 | 600 ₹24,00,000 | 500 ₹20,00,000 Lowest |
| 7.00 | All as per Sr item No 06 above but except tile and including old used sand cushioning taken from
item No.4 complete all as specified and directed by Engineer-in-Charge. | 100 | Sqm | 59 ₹5,900 Lowest | 100 ₹10,000 | 80 ₹8,000 | 160 ₹16,000 | 99 ₹9,900 | 120 ₹12,000 | 250 ₹25,000 | 200 ₹20,000 |
| 8.00 | Dismantling of kerb stone for any description and any size complete all as specified and directed by Engineer-in-Charge. | 150 | RM | 163 ₹24,450 | 10 ₹1,500 Lowest | 50 ₹7,500 | 50 ₹7,500 | 15 ₹2,250 | 10 ₹1,500 Lowest | 100 ₹15,000 | 200 ₹30,000 |
| 9.00 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage open whereever required complete all as specified and directed by Engineer-in-Charge. | 6 | Cum | 5,900 ₹35,400 | 6,500 ₹39,000 | 5,500 ₹33,000 | 7,500 ₹45,000 | 6,666 ₹39,996 | 599 ₹3,594 Lowest | 6,000 ₹36,000 | 5,000 ₹30,000 |
| 10.00 | M&L for applying two coats of weather proof exterior emulsion paint over priming coat of exterior primer on new or untreated plastered surfaces using brush for priming coat and 1st coat and 2nd/ final coat with Airless spray technology with max working pressure of 3300 PSI and capable of operating single spray gun with a max material hose length of 30 mtr the spray machine should be of reputed manufacturer with pro guard technology and capability of tracking pressure complete all as specified and directed by Engineer-in-Charge. | 80 | Sqm | 69 ₹5,520 | 60 ₹4,800 | 60 ₹4,800 | 40 ₹3,200 | 55 ₹4,400 | 80 ₹6,400 | 40 ₹3,200 | 20 ₹1,600 Lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
5 Aug 2026, 6:00 pmClosed
AGE(I) (U) B/R
AGE(I) (U) B/R DELHI CANTT-10
REPAIR/REPLACEMENT OF FOOTPATH, CHEQUERED TILES, HARDSTANDING, INTERLOCKING TILES IN THE AOR OF AGE W/S-I AND AGE E/S-I AREA UNDER AGE(I)(U) B/R DELHI CANTT-10
2026_MES_777753_1
AGE(I)(U)B/R-TOKEN-24/2026-27
Open Tender
Civil Works
Item Rate
180 days
Delhi Cantt
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
AGE(I) (U) B/R Delhi Cantt
₹80,000
Yes
11 Aug 2026
10 Jul 2026
7 Aug 2026
10 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of cement concrete in ground floors and paving not exceeding 15 cm thickness ( below or above ground level) and disposing the rubbish to a distance exceeding 50 Mtr but not exceeding 100 Mtr away to low lying areas complete all as specified and directed by Engineer-in-Charge. | 343 | Cum | - | - |
| 2 | M&L for concrete glossy cadbury chequered tile 30cm x 30cm x 25mm thick, with grey pigment cement and pigments set jointed and pointed in neat cement slurry in floors, over 20mm thick screed bed in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge. | 553 | Sqm | - | - |
| 3 | M&L for PCC 1:2:4 type B-1 (using 20 mm graded agg) in kerbs , rounded or chamfered on edges complete all as specified and directed by Engineer-in-Charge. | 4 | Cum | - | - |
| 4 | Dismantaling stone slabs or tiles of any description or thickness in floor complete all as specified and directed by Engineer-in-Charge. | 400 | 10 Sqm | - | - |
| 5 | M&L for 75 mm thick cement concrete type D-2 1:4:8 ( 40mm graded aggregate) as in sub base for interlocking complete all as specified and directed by Engineer-in-Charge. | 4,553 | Sqm | - | - |
| 6 | M&L for machine pressed precast concrete interlocking paver block of any shape and size confirming to IS 15658-2006 of 60mm thickness M-35 Grade including 30mm thick sand cushioning under floor or in foundation including watering and consolidation complete all as specified and directed by Engineer-in-Charge. | 4,000 | Sqm | - | - |
| 7 | All as per Sr item No 06 above but except tile and including old used sand cushioning taken from
item No.4 complete all as specified and directed by Engineer-in-Charge. | 100 | Sqm | - | - |
| 8 | Dismantling of kerb stone for any description and any size complete all as specified and directed by Engineer-in-Charge. | 150 | RM | - | - |
| 9 | M&L for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar (1:3) (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage open whereever required complete all as specified and directed by Engineer-in-Charge. | 6 | Cum | - | - |
| 10 | M&L for applying two coats of weather proof exterior emulsion paint over priming coat of exterior primer on new or untreated plastered surfaces using brush for priming coat and 1st coat and 2nd/ final coat with Airless spray technology with max working pressure of 3300 PSI and capable of operating single spray gun with a max material hose length of 30 mtr the spray machine should be of reputed manufacturer with pro guard technology and capability of tracking pressure complete all as specified and directed by Engineer-in-Charge. | 80 | Sqm | - | - |
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