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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC RAM JANAKI THAKURBARI J T ROAD DIMAPUR 797112 NAGALAND | DIMAPUR | NAGALAND | 797112 | ₹47.2 L | L1 | Accepted-AOC Lowest Bid Value |
| 2 | L2₹48.7 LRejected-AOC | ₹48.7 L | L2 | Rejected-AOC Higher Bid Value |
| 3 | L3₹49.0 LRejected-AOC F F 4649 198 OLD PLOT NO 1A KH NO 4155 905 107 NEW MODERN NEW MODERN SHAHDARA SHAHDARA DELHI 110032 UDYAM DL 05 0028286 | SHAHDARA | DELHI | 110032 | ₹49.0 L | L3 | Rejected-AOC Higher Bid Value |
| 4 | L4₹49.5 LRejected-AOC | ₹49.5 L | L4 | Rejected-AOC Higher Bid Value |
| Sl No | Description | Qty | Unit | SK SINGH L2 | M/S RAHUL TRADING CO. L3 | Rameshwar Prasad L4 | SHRI BANARSI PRASAD L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 45 | Sqm | 60 ₹2,700 | 61 ₹2,745 | 60 ₹2,700 | 25 ₹1,125 |
| 2.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | 333 | Sqm | 60 ₹19,980 | 63 ₹20,979 | 65 ₹21,645 | 50 ₹16,650 |
| 3.00 | Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | 55 | Cum | 300 ₹16,500 | 400 ₹22,000 | 310 ₹17,050 | 300 ₹16,500 |
| 4.00 | Returning filling in trenches including spreading levelling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | 22 | Cum | 160 ₹3,520 | 151 ₹3,322 | 155 ₹3,410 | 150 ₹3,300 |
| 5.00 | Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | 83 | Cum | 252 ₹20,916 | 255 ₹21,165 | 260 ₹21,580 | 250 ₹20,750 |
| 6.00 | M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | 10 | Cum | 7,620 ₹76,200 | 7,660 ₹76,600 | 7,700 ₹77,000 | 7,600 ₹76,000 |
| 7.00 | M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed | 961 | Kg | 129 ₹1.2 L | 131 ₹1.3 L | 130 ₹1.2 L | 125 ₹1.2 L |
| 8.00 | All as per Ser item No 7.00 (here-in-before) but 5mm dia and over and including 10mm dia in stirrups spacers and binders. | 396 | Kg | 129 ₹51,084 | 131 ₹51,876 | 130 ₹51,480 | 125 ₹49,500 |
| 9.00 | M&L for RCC design Mix M-25 as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | 13 | Cum | 10,100 ₹1.3 L | 10,500 ₹1.4 L | 10,000 ₹1.3 L | 9,500 ₹1.2 L |
| 10.00 | M&L for RCC design Mix M-25 as in columns, pillars, piers, posts and struts complete all as specified and as directed. | 5 | Cum | 10,100 ₹50,500 | 10,200 ₹51,000 | 10,000 ₹50,000 | 9,500 ₹47,500 |
Updated dates
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
28 Apr 2026, 6:00 pmClosed
GE 868 EWS
GE 868 EWS PIN- 913 868 C/o 99 APO
PROVN OF 01 X TEMP STORAGE SHED NEAR BLDG NO P 05 IN H ZONE PROVN OF TEMP SHED NEAR BLDG NO T 09 IN P ZONE PROVN OF CENTRAL TOILET OR BATHROOM BLOCK NEAR BLDG NO T 132 OF 3 CESR PROVISIONING OF WATER STORAGE TANK AT SPEAR RO PLANT PROVN OF CHEQUER
2026_MES_758058_1
8960/C/E8
Open Tender
Civil Works
180 days
RANGAPAHAR
Class D, Category a(i)
2 documents required · 2 mandatory
₹500
GE 868 EWS
₹94,000
25 May 2026
27 Mar 2026
1 May 2026
27 Mar 2026
28 Apr 2026
14 Apr 2026
27 Mar 2026 - 3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
Surface dressing n.exc 15 cm deep and getting out in soft/ loose soil complete all as specified and as directed. | - | Sqm | - | - | |
Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out in soft/ loose soil complete all as specified and as directed. | - | Sqm | - | - | |
Excavation in trenches n.exc 1.5m wide and n.exc 1.5m in depth; for foundation etc or for shafts, wells, cesspits, manhole, pier holes, etc n.exc 10 Sqm on plan and n.exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed. | - | Cum | - | - | |
Returning filling in trenches including spreading levelling watering and well ramming in layers not exceeding 25 cm thick all complete all as specified and as directed. | - | Cum | - | - | |
Removing of excavated material not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point all complete all as specified and as directed. | - | Cum | - | - | |
M&L for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and as directed. | - | Cum | - | - | |
M&L for mild steel TMT bars 10mm dia and over cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed | - | Kg | - | - | |
All as per Ser item No 7.00 (here-in-before) but 5mm dia and over and including 10mm dia in stirrups spacers and binders. | - | Kg | - | - | |
M&L for RCC design Mix M-25 as in foundation, including rafts, footings, foundation beams; plinth beams; bases for coloumns, etc basement slabs under reamed piles and mass concrete complete all as specified and as directed. | - | Cum | - | - | |
M&L for RCC design Mix M-25 as in columns, pillars, piers, posts and struts complete all as specified and as directed. | - | Cum | - | - |
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