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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.1 LAccepted-Finance | L1 | Accepted-Finance Being lowest | |
| 2 | L2₹27.3 L+₹5.2 L (23.5%)Accepted-Finance | L2 | Accepted-Finance Not being lowest | |
| 3 | L3₹29.4 L+₹7.2 L (32.6%)Accepted-Finance | L3 | Accepted-Finance Not being lowest | |
| 4 | L4₹30.5 L+₹8.4 L (37.7%)Accepted-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L4 | Accepted-Finance Not being lowest | |
| 5 | L5₹36.6 L+₹14.4 L (65.1%)Accepted-Finance | L5 | Accepted-Finance Not being lowest |
| Sl No | Description | Qty | Unit | a.k constructions L1 | M/S ANIL KUMAR L4 | DEEP BUILDER L5 | SHRI RADHA GOPINATH AND CO L3 | innovision limited L6 | yameen enterprises L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of hard/dense soil. | 880 | Sqm | 25 ₹22,000 | 39 ₹34,320 | 50 ₹44,000 | 200 ₹1,76,000 | 51 ₹44,880 | 20 ₹17,600 Lowest |
| 2.00 | Add to (or deduct) item No. 01 here in before for every 3cm or part thereof above or below 15cm avg depth in any type of hard/dense soil. | 0.5 | Sqm | 1,000 ₹500 | 29 ₹14.5 Lowest | 100 ₹50 | 500 ₹250 | 61 ₹30.5 | 49 ₹24.5 |
| 3.00 | Excavation in trenches n exc 1.50 m wide and n exc 1.50 m in depth for fdn and getting out in any type of hard/dense soil. | 575 | Cum | 90 ₹51,750 Lowest | 199 ₹1,14,425 | 400 ₹2,30,000 | 200 ₹1,15,000 | 321 ₹1,84,575 | 199 ₹1,14,425 |
| 4.00 | Excavation in trenches n exc 1.50 m wide and n exc 3.00m in depth for fdn and getting out in any type of hard/dense soil. | 1 | Cum | 200 ₹200 Lowest | 1,569 ₹1,569 | 1,000 ₹1,000 | 874 ₹874 | 451 ₹451 | 349 ₹349 |
| 5.00 | Reinforced concrete pipes 300mm bore , class NP2, laid and jointed complete with collarsin trenches. | 100 | RM | 1,200 ₹1,20,000 | 2,879 ₹2,87,900 | 900 ₹90,000 Lowest | 900 ₹90,000 Lowest | 1,601 ₹1,60,100 | 1,100 ₹1,10,000 |
| 6.00 | Ditoo- but 450 mm bore pipes. | 100 | RM | 1,500 ₹1,50,000 | 3,679 ₹3,67,900 | 1,170 ₹1,17,000 Lowest | 1,200 ₹1,20,000 | 2,101 ₹2,10,100 | 1,500 ₹1,50,000 |
| 7.00 | Demolition of brickwork masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles. | 273 | Cum | 200 ₹54,600 | 119 ₹32,487 | 70 ₹19,110 Lowest | 200 ₹54,600 | 341 ₹93,093 | 90 ₹24,570 |
| 8.00 | Demolition concrete of any description and in any position not other wise described provided for. | 48 | Cum | 300 ₹14,400 | 199 ₹9,552 | 150 ₹7,200 | 200 ₹9,600 | 551 ₹26,448 | 90 ₹4,320 Lowest |
| 9.00 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in fdn filling and mass concrete. | 91 | Cum | 2,900 ₹2,63,900 | 1,009 ₹91,819 Lowest | 3,350 ₹3,04,850 | 2,200 ₹2,00,200 | 5,001 ₹4,55,091 | 1,900 ₹1,72,900 |
| 10.00 | M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in bed drain. | 26 | Cum | 2,800 ₹72,800 | 4,169 ₹1,08,394 | 3,800 ₹98,800 | 5,500 ₹1,43,000 | 5,101 ₹1,32,626 | 2,500 ₹65,000 Lowest |
Tender Value
₹43.6 L
EMD Value
₹87,120
Closing Date
26 Jun 2026, 6:00 pmClosed
LT COL MANISH E WASNIK
GE (CENTRAL) DELHI CANTT-10
8826/TOKEN-06/2026-27
2026_MES_768649_1
GE/TOKEN-06/2026-27
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
₹87,120
Yes
7 Jul 2026
29 May 2026
29 Jun 2026
29 May 2026
26 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of hard/dense soil. | 880 | Sqm | - | - |
| 2 | Add to (or deduct) item No. 01 here in before for every 3cm or part thereof above or below 15cm avg depth in any type of hard/dense soil. | 0.5 | Sqm | - | - |
| 3 | Excavation in trenches n exc 1.50 m wide and n exc 1.50 m in depth for fdn and getting out in any type of hard/dense soil. | 575 | Cum | - | - |
| 4 | Excavation in trenches n exc 1.50 m wide and n exc 3.00m in depth for fdn and getting out in any type of hard/dense soil. | 1 | Cum | - | - |
| 5 | Reinforced concrete pipes 300mm bore , class NP2, laid and jointed complete with collarsin trenches. | 100 | RM | - | - |
| 6 | Ditoo- but 450 mm bore pipes. | 100 | RM | - | - |
| 7 | Demolition of brickwork masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles. | 273 | Cum | - | - |
| 8 | Demolition concrete of any description and in any position not other wise described provided for. | 48 | Cum | - | - |
| 9 | M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in fdn filling and mass concrete. | 91 | Cum | - | - |
| 10 | M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in bed drain. | 26 | Cum | - | - |
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