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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.2 LAccepted-AOC | ₹32.2 L | L1 | Accepted-AOC Lowest quoted |
| 2 | L2₹37.0 L+₹4.8 L (14.8%)Rejected-Finance 20 23 MANASKAMANA ROAD BANSBARI MORE PS ENGLISHBAZAR DT MALDA | ENGLISHBAZAR | MALDA | WEST BENGAL | 732101 | ₹37.0 L+₹4.8 L (14.8%) | L2 | Rejected-Finance Other than lowest quoted |
| 3 | L3₹38.3 L+₹6.1 L (19.0%)Rejected-Finance RZA 162 A RAJ NAGAR 2 GALI NO 06 PALAM COLONY NEW DELHI 110077 | NEW DELHI | DELHI | DELHI | 110077 | ₹38.3 L+₹6.1 L (19.0%) | L3 | Rejected-Finance Other than lowest quoted |
| 4 | L4₹39.3 L+₹7.1 L (22.0%)Rejected-Finance | ₹39.3 L+₹7.1 L (22.0%) | L4 | Rejected-Finance Other than lowest quoted |
| 5 | L5₹40.0 L+₹7.8 L (24.2%)Rejected-Finance | ₹40.0 L+₹7.8 L (24.2%) | L5 | Rejected-Finance Other than lowest quoted |
| Sl No | Description | Qty | Unit | M/S CITY ENTERPRISES L5 | jai maavindwashni sales & supply L4 | Bihar traders L10 | M/S KAMLESHWAR SINGH L9 | Rajeev Ranjan L1 | K K GUPTA L7 | M/s Mukesh and company L2 | M/S mahabirsahu L11 | M/S JAI MATA DEE CONTRUCTION CO. L8 | M/S AMOD KUMAR PANDEY L6 | RADHEY KINGDOM BUILDERS L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, n.exc 1.5m wide and n.exc 1.5m in depth for foundation etc, or for shafts, wells, cesspits, manholes, pier holes, etc n exc 10 sqm on plan and n.exc 1.5m in depth and getting out hard / dense soil | 158 | Cum | 150 ₹23,700 | 100 ₹15,800 | 240 ₹37,920 | 160 ₹25,280 | 250 ₹39,500 | 190 ₹30,020 | 90 ₹14,220 Lowest | 375 ₹59,250 | 140 ₹22,120 | 100 ₹15,800 | 170 ₹26,860 |
| 2.00 | Returning filling in including spreading levelling, watering and well ramming in layers not exc 25 cm thick in any soil. | 105 | Cum | 100 ₹10,500 | 50 ₹5,250 | 110 ₹11,550 | 110 ₹11,550 | 94 ₹9,870 | 40 ₹4,200 | 50 ₹5,250 | 130 ₹13,650 | 11 ₹1,155 Lowest | 150 ₹15,750 | 90 ₹9,450 |
| 3.00 | Removing excavated materials not exc 50 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point in soil. | 53 | Cum | 100 ₹5,300 | 50 ₹2,650 | 220 ₹11,660 | 140 ₹7,420 | 217 ₹11,501 | 90 ₹4,770 | 50 ₹2,650 | 305 ₹16,165 | 11 ₹583 Lowest | 150 ₹7,950 | 200 ₹10,600 |
| 4.00 | M&L for PCC type D2 1:4:8 (using 40mm graded stone agg) as in foundation, filling and mass concrete. | 18 | Cum | 2,600 ₹46,800 | 3,000 ₹54,000 | 4,800 ₹86,400 | 3,500 ₹63,000 | 3,780 ₹68,040 | 2,900 ₹52,200 | 2,200 ₹39,600 Lowest | 4,500 ₹81,000 | 3,200 ₹57,600 | 3,700 ₹66,600 | 4,800 ₹86,400 |
| 5.00 | Material and labour for reinforcement cement concrete design mix M-25 (20mm graded aggregates) for Foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc; basement slabs, under-reamed piles and mass conbcrete etc complete all as specified and directed | 44 | Cum | 5,200 ₹2,28,800 | 6,000 ₹2,64,000 | 6,800 ₹2,99,200 | 7,000 ₹3,08,000 | 5,180 ₹2,27,920 Lowest | 5,700 ₹2,50,800 | 5,500 ₹2,42,000 | 6,000 ₹2,64,000 | 7,100 ₹3,12,400 | 6,000 ₹2,64,000 | 5,550 ₹2,44,200 |
| 6.00 | Material and labour for reinforcement cement concrete design mix M-25 (20mm graded aggregates) for column, pillars, piers, post and struts etc complete all as specified and directed | 15 | Cum | 5,200 ₹78,000 Lowest | 6,000 ₹90,000 | 7,500 ₹1,12,500 | 7,000 ₹1,05,000 | 5,900 ₹88,500 | 5,700 ₹85,500 | 5,500 ₹82,500 | 7,500 ₹1,12,500 | 7,100 ₹1,06,500 | 6,200 ₹93,000 | 5,550 ₹83,250 |
| 7.00 | Material and labour for reinforcement cement concrete design mix M-25 (20mm graded aggregates) for Beams, cantilevers, bressummers, lintels over 1.5m span etc complete all as specified and directed | 15 | Cum | 5,200 ₹78,000 Lowest | 6,000 ₹90,000 | 7,500 ₹1,12,500 | 7,000 ₹1,05,000 | 5,500 ₹82,500 | 5,700 ₹85,500 | 5,500 ₹82,500 | 7,200 ₹1,08,000 | 7,250 ₹1,08,750 | 6,000 ₹90,000 | 5,550 ₹83,250 |
| 8.00 | Use and waste of formwork to side of concrete foundation, footing, base of column, raft and raft beams, sides and soffits (if any) of foundation and plinth beams, and similar works vertical or to batter etc for rough finished surfaces of concrete complete all as specified and directed. | 100 | Sqm | 70 ₹7,000 | 190 ₹19,000 | 350 ₹35,000 | 65 ₹6,500 Lowest | 214 ₹21,400 | 200 ₹20,000 | 100 ₹10,000 | 450 ₹45,000 | 190 ₹19,000 | 150 ₹15,000 | 300 ₹30,000 |
| 9.00 | Use and waste of formwork to side of pillars, post, struts, piers, columns and stanchions etc for rough finished surfaces of concrete complete all as specified and directed. | 150 | Sqm | 100 ₹15,000 | 328 ₹49,200 | 450 ₹67,500 | 60 ₹9,000 Lowest | 406 ₹60,900 | 200 ₹30,000 | 100 ₹15,000 | 500 ₹75,000 | 190 ₹28,500 | 140 ₹21,000 | 400 ₹60,000 |
| 10.00 | Use & waste frame work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc.as in shelves | 138 | Sqm | 100 ₹13,800 | 254 ₹35,052 | 400 ₹55,200 | 65 ₹8,970 Lowest | 314 ₹43,332 | 200 ₹27,600 | 100 ₹13,800 | 500 ₹69,000 | 190 ₹26,220 | 130 ₹17,940 | 350 ₹48,300 |
Tender Value
₹47.9 L
EMD Value
₹96,000
Closing Date
24 Oct 2025, 6:00 pmClosed
Shri Manjul Kumar Tripathi, GE
Garrison Engineer Ranchi, 7th Club Road Ranchi, PIN-834001
PROVN OF SECURITY WALL AT DHOBI LINES (150 RM 2.1M HIGH) AT MORABADI POCKET AND SPL REPAIRS TO BLDG NO T9 (OR LIVING) OF 4 RAJ RIF AT REMESHWARAM LINES UNDER GE RANCHI
2025_MES_733634_1
8200/1625/E8
Open Tender
Civil Works
Item Rate
180 days
GE Ranchi
Class D Cat a (i)
7 documents required · 7 mandatory
₹500
GE Ranchi
₹96,000
Yes
24 Nov 2025
3 Oct 2025
31 Oct 2025
3 Oct 2025
24 Oct 2025
17 Oct 2025
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