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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.5 LAccepted-AOC NEAR RANGE OFFICE CHOUBYANA TALBEHAT DISTT LALITPUR UP | TALBEHAT | LALITPUR | UP | ₹37.5 L | L1 | Accepted-AOC Being L1 Bidder |
| 2 | L2₹39.1 L+₹1.6 L (4.27%)Rejected-AOC | ₹39.1 L+₹1.6 L (4.27%) | L2 | Rejected-AOC Being not L1 Bidder |
| 3 | L3₹39.3 L+₹1.8 L (4.82%)Rejected-AOC | ₹39.3 L+₹1.8 L (4.82%) | L3 | Rejected-AOC Being not L1 Bidder |
| 4 | L4₹39.3 L+₹1.9 L (4.98%)Rejected-AOC 0 BISAI TIKAITGANJ FATEHPUR BARABANKI UTTAR PRADESH 225302 | BARABANKI | UTTAR PRADESH | 225302 | ₹39.3 L+₹1.9 L (4.98%) | L4 | Rejected-AOC Being not L1 Bidder |
| 5 | L5₹39.9 L+₹2.4 L (6.34%)Rejected-AOC | ₹39.9 L+₹2.4 L (6.34%) | L5 | Rejected-AOC Being not L1 Bidder |
| Sl No | Description | Qty | Unit | RAM SARAN SAHU L6 | Dhruv Enterprises L2 | M/S Nextage Construction L9 | RAM RAJA TRADERS L5 | ADARSH ENTERPRISES L4 | M/S BABA CONSTRUCTION L7 | RAJ CONSTRUCTION & ELECTRICAL L1 | M/s MRI Construction L3 | M/S PRATEESH SAHARIYA L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 3,861.81 | Cum | 178 ₹6,87,402.18 | 168 ₹6,48,784.08 | 180 ₹6,95,125.8 | 177 ₹6,83,540.37 | 165 ₹6,37,198.65 | 190 ₹7,33,743.9 | 150 ₹5,79,271.5 Lowest | 165 ₹6,37,198.65 | 174 ₹6,71,954.94 |
| 2.00 | All as per item No 1 above but exc 1.5m upto 3m of depth. | 2,218.16 | Cum | 194 ₹4,30,323.04 | 178 ₹3,94,832.48 | 170 ₹3,77,087.2 | 190 ₹4,21,450.4 | 190 ₹4,21,450.4 | 187 ₹4,14,795.92 | 160 ₹3,54,905.6 Lowest | 170 ₹3,77,087.2 | 194 ₹4,30,323.04 |
| 3.00 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 509.08 | Cum | 200 ₹1,01,816 | 195 ₹99,270.6 | 200 ₹1,01,816 | 210 ₹1,06,906.8 | 200 ₹1,01,816 | 206 ₹1,04,870.48 | 170 ₹86,543.6 Lowest | 190 ₹96,725.2 | 198 ₹1,00,797.84 |
| 4.00 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. complete all as specified and directed. | 33.76 | Cum | 3,590 ₹1,21,198.4 | 3,500 ₹1,18,160 | 100 ₹3,376 Lowest | 3,500 ₹1,18,160 | 3,520 ₹1,18,835.2 | 3,620 ₹1,22,211.2 | 3,450 ₹1,16,472 | 3,550 ₹1,19,848 | 3,700 ₹1,24,912 |
| 5.00 | M&L for Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm. complete all as specified and directed. | 139.64 | Cum | 56 ₹7,819.84 | 60 ₹8,378.4 | 5,500 ₹7,68,020 | 62 ₹8,657.68 | 70 ₹9,774.8 | 65 ₹9,076.6 | 50 ₹6,982 Lowest | 55 ₹7,680.2 | 70 ₹9,774.8 |
| 6.00 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. | 345.16 | Cum | 5,600 ₹19,32,896 | 5,540 ₹19,12,186.4 | 5,950 ₹20,53,702 | 5,550 ₹19,15,638 | 5,600 ₹19,32,896 | 5,490 ₹18,94,928.4 Lowest | 5,500 ₹18,98,380 | 5,680 ₹19,60,508.8 | 5,700 ₹19,67,412 |
| 7.00 | M & L plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills, copings and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded complete all as specified and directed. | 7.86 | Cum | 7,100 ₹55,806 | 7,000 ₹55,020 | 450 ₹3,537 Lowest | 7,000 ₹55,020 | 6,000 ₹47,160 | 6,980 ₹54,862.8 | 7,000 ₹55,020 | 7,000 ₹55,020 | 7,200 ₹56,592 |
| 8.00 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or on concrete surfaces finished even and smooth (without using extra cement) all as specified and directed. | 1,020 | Sqm | 199 ₹2,02,980 | 200 ₹2,04,000 | 450 ₹4,59,000 | 198 ₹2,01,960 | 185 ₹1,88,700 | 210 ₹2,14,200 | 180 ₹1,83,600 Lowest | 200 ₹2,04,000 | 220 ₹2,24,400 |
| 9.00 | M&L for GI tubes med grade 40mm dia pipe with all fittings laid in trenches floors or walls or ceiling all as specified. | 455 | RM | 453 ₹2,06,115 | 450 ₹2,04,750 | 350 ₹1,59,250 Lowest | 450 ₹2,04,750 | 430 ₹1,95,650 | 450 ₹2,04,750 | 450 ₹2,04,750 | 450 ₹2,04,750 | 500 ₹2,27,500 |
| 10.00 | M&L for GI tubes med grade 25mm dia pipewith all fittings laid in trenches/floors or walls or ceiling all as specified. | 272 | RM | 313 ₹85,136 | 312 ₹84,864 | 550 ₹1,49,600 | 320 ₹87,040 | 320 ₹87,040 | 330 ₹89,760 | 300 ₹81,600 Lowest | 310 ₹84,320 | 340 ₹92,480 |
Tender Value
₹38.4 L
EMD Value
₹76,800
Closing Date
1 Jun 2026, 6:00 pmClosed
Maj Rajesh Rathore
Garrison Engineer Jhansi
PROVN OF PIPELINE FOR ARBORICULTURE,GROUND WATER RECHARGE AT DIV, WEPTA, DRAIN/CHANNEL TO EXISTING DUG WELL DESILITING CHAMBER,CONSERVATION POND, DESILITING AND CLEANING,WATER CONSERVATION POND INCLUDING DEVELOPMENT OF NALLAH AT ASC UNDER GE JHANSI
2026_MES_764395_1
GE/JHA/TOK/08 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
As per NIT and Tender Documents
9 documents required · 9 mandatory
₹500
GE Jhansi
₹76,800
Yes
31 Aug 2026
9 May 2026
3 Jun 2026
9 May 2026
1 Jun 2026
25 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) means over area (exceeding 30 cm in depth, 1.5m width as well as 10 sqm on plan ) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engr in charge. | 3,861.81 | Cum | - | - |
| 2 | All as per item No 1 above but exc 1.5m upto 3m of depth. | 2,218.16 | Cum | - | - |
| 3 | Earth work in excavation of by mechanical means (Hydraulic excavator) means over area (exceeding 1.5m upto 3.00m in depthas well as 10 sqm on plan ) including getting out in ordinary rock and disposal of excavated materials lead upto 50m and lift upto 3m as directed by Engr in charge. | 509.08 | Cum | - | - |
| 4 | M & L for PCC type D2 1:4:8 (40mm graded Aggr) in foundations, filling and mass Concrete. complete all as specified and directed. | 33.76 | Cum | - | - |
| 5 | M&L for Returnng, filling in including spreading, levelling, watering and well ramming in layers not exc 25cm. complete all as specified and directed. | 139.64 | Cum | - | - |
| 6 | M & L for brick work with sub-class `B' bricks, straight or curved on plan exceeding 6 M mean radius built in cement mortar 1:6 complete all as specified and directed. | 345.16 | Cum | - | - |
| 7 | M & L plain Cement Concrete Type B1 1:2:4 (using 20 mm graded granite stone aggregate) cast in situ in lintels up to 1.5 M span, cills, copings and other similar bands, plinth courses, parapets, copings, bed plates and the like including weathering, slightly rounded complete all as specified and directed. | 7.86 | Cum | - | - |
| 8 | M&L for rendering 15mm thick in CM 1:4 on fair faces of brick work or on concrete surfaces finished even and smooth (without using extra cement) all as specified and directed. | 1,020 | Sqm | - | - |
| 9 | M&L for GI tubes med grade 40mm dia pipe with all fittings laid in trenches floors or walls or ceiling all as specified. | 455 | RM | - | - |
| 10 | M&L for GI tubes med grade 25mm dia pipewith all fittings laid in trenches/floors or walls or ceiling all as specified. | 272 | RM | - | - |
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