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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.6 LAccepted-AOC | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹47.8 L+₹35,777.59 (0.75%)Rejected-Finance S O TSERING ANGCHOK R O THANG PA NULL NURLA LEH LADAKH U T PIN 194106 | LEH | LEH | LADAKH | 194106 | L2 | Rejected-Finance Other than lowest bidder. | |
| 3 | L3₹48.5 L+₹1.0 L (2.15%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder. | |
| 4 | L4₹48.9 L+₹1.4 L (2.99%)Rejected-Finance HOUSE NO 49 SECTOR 28 FARIDABAD 121008 HR | FARIDABAD | FARIDABAD | HARYANA | 121008 | L4 | Rejected-Finance Other than lowest bidder. | |
| 5 | L5₹49.3 L+₹1.8 L (3.86%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | M/S Behl Sons L4 | M/S ASHRAF HUSSAIN L1 | M/S GEE AAR and SONS ENTERPRISES L5 | M/S Deldan Namgail L2 | osho traders L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n.exc 15 cm deep in soft/loose soil. | 65.17 | Sqm | 340 ₹22,157.8 | 300 ₹19,551 Lowest | 350 ₹22,809.5 | 320 ₹20,854.4 | 330 ₹21,506.1 |
| 2.00 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out | 22.33 | Cum | 430 ₹9,601.9 | 400 ₹8,932 Lowest | 440 ₹9,825.2 | 415 ₹9,266.95 | 421 ₹9,400.93 |
| 3.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. | 64.72 | Cum | 220 ₹14,238.4 | 200 ₹12,944 Lowest | 230 ₹14,885.6 | 210 ₹13,591.2 | 215 ₹13,914.8 |
| 4.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point As specified and directed. | 8.09 | Cum | 225 ₹1,820.25 | 200 ₹1,618 Lowest | 230 ₹1,860.7 | 210 ₹1,698.9 | 215 ₹1,739.35 |
| 5.00 | M&L for Cement concrete PCC Type D-2 1:4:8(40 mm graded aggregate) in foundations,filling and mass concrete | 2.46 | Cum | 7,730 ₹19,015.8 | 7,700 ₹18,942 Lowest | 7,735 ₹19,028.1 | 7,720 ₹18,991.2 | 7,720 ₹18,991.2 |
| 6.00 | M & L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) in footing,plinth beam complete all as specified and directed by Engr-in-Charge. | 7.88 | Cum | 8,820 ₹69,501.6 | 8,800 ₹69,344 Lowest | 8,825 ₹69,541 | 8,810 ₹69,422.8 | 8,815 ₹69,462.2 |
| 7.00 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surface of concrete omplete all as specified and directed by Engr-in-Charge. | 43.02 | Sqm | 470 ₹20,219.4 | 450 ₹19,359 Lowest | 475 ₹20,434.5 | 460 ₹19,789.2 | 465 ₹20,004.3 |
| 8.00 | M&L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. | 2.24 | Cum | 8,835 ₹19,790.4 | 8,800 ₹19,712 Lowest | 8,840 ₹19,801.6 | 8,820 ₹19,756.8 | 8,820 ₹19,756.8 |
| 9.00 | M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface square, rectangular complete all as specified and directed by Engr-in-Charge. | 29.88 | Sqm | 485 ₹14,491.8 | 450 ₹13,446 Lowest | 490 ₹14,641.2 | 465 ₹13,894.2 | 470 ₹14,043.6 |
| 10.00 | M&L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr-in-Charge. | 4.46 | Cum | 8,825 ₹39,359.5 | 8,800 ₹39,248 Lowest | 8,830 ₹39,381.8 | 8,815 ₹39,314.9 | 8,820 ₹39,337.2 |
Tender Value
₹45.9 L
EMD Value
₹92,000
Closing Date
9 Sept 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS PIN-913860 c/o 56 APO
PROVN OF COMBINED TOILET BATHROOM AT KIARI AND SPL REPAIR TO BLDG NO. T-321, T-91 AND T-580 AT TANGTSE UNDER GE 860 EWS
2026_MES_783773_1
8176/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
TANGTSE AND KIARI
As per tender documents
9 documents required · 9 mandatory
₹500
GE 860 EWS Karu
₹92,000
Yes
24 Oct 2026
11 Aug 2026
11 Sept 2026
11 Aug 2026
9 Sept 2026
25 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n.exc 15 cm deep in soft/loose soil. | 65.17 | Sqm | - | - |
| 2 | Excavating in trenches, n exc1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits,manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out | 22.33 | Cum | - | - |
| 3 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. | 64.72 | Cum | - | - |
| 4 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point As specified and directed. | 8.09 | Cum | - | - |
| 5 | M&L for Cement concrete PCC Type D-2 1:4:8(40 mm graded aggregate) in foundations,filling and mass concrete | 2.46 | Cum | - | - |
| 6 | M & L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) in footing,plinth beam complete all as specified and directed by Engr-in-Charge. | 7.88 | Cum | - | - |
| 7 | M&L Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter flat rough finished surface of concrete omplete all as specified and directed by Engr-in-Charge. | 43.02 | Sqm | - | - |
| 8 | M&L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) Columns, pillars, piers, posts and struts complete all as specified and directed by Engr-in-Charge. | 2.24 | Cum | - | - |
| 9 | M&L Formwork to sides of pillars, posts, struts, piers, columns and stanchions for fair finished surface square, rectangular complete all as specified and directed by Engr-in-Charge. | 29.88 | Sqm | - | - |
| 10 | M&L for RCC 1:2:4, Type B0 (Using 12.5 mm graded stone aggregate) Beams, cantilevers, bressummers, lintels over 1.5m span complete all as specified and directed by Engr-in-Charge. | 4.46 | Cum | - | - |
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