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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.1 LAdmitted-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L1 | Admitted-Finance | |
| 2 | L2₹37.3 L+₹1.2 L (3.36%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹37.6 L+₹1.5 L (4.04%)Admitted-Finance 01 NEAR GOVERMENT HOSPITAL KOTHI BAZAR ROAD KOTHI SATNA MADHYA PRADESH 485666 | SATNA | MADHYA PRADESH | 485666 | L3 | Admitted-Finance | |
| 4 | L3₹37.6 L+₹1.5 L (4.04%)Admitted-Finance | L3 | Admitted-Finance | |
| 5 | L4₹38.4 L+₹2.3 L (6.33%)Admitted-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY BUILDERS L1 | M/s Jagdish Chandra Arora L2 | V K Engineers and Associates L9 | A K ENTERPRISES L4 | m/s ramesh saran agarwal L8 | M/s SAS Constructions L3 | M/S Kumar Contractors L12 | S GOURAV PRAKASH ENTERPRISES L11 | ROHIT ENTERPRISES L10 | HARNAM SINGH ANIL SINGH L6 | ADARSH ENTERPRISES L3 | FTH TRADERS L5 | M/S S K AGARWAL L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Trenches not exceeding 1.5 mtr wide and not exc 1.5mtr deep for fdn etc in Hard/dense of soil and getting out, complete all as specified and directed. | 1,058 | Cum | 190 ₹2,01,020 | 180 ₹1,90,440 Lowest | 250 ₹2,64,500 | 240 ₹2,53,920 | 240 ₹2,53,920 | 200 ₹2,11,600 | 225 ₹2,38,050 | 230 ₹2,43,340 | 250 ₹2,64,500 | 240 ₹2,53,920 | 200 ₹2,11,600 | 245 ₹2,59,210 | 230 ₹2,43,340 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in Hard/Dense soil, complete all as specified and directed. | 194 | Cum | 80 ₹15,520 | 100 ₹19,400 | 100 ₹19,400 | 90 ₹17,460 | 100 ₹19,400 | 75 ₹14,550 Lowest | 170 ₹32,980 | 160 ₹31,040 | 140 ₹27,160 | 120 ₹23,280 | 75 ₹14,550 Lowest | 125 ₹24,250 | 120 ₹23,280 |
| 3.00 | Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 864 | Cum | 100 ₹86,400 | 100 ₹86,400 | 110 ₹95,040 | 130 ₹1,12,320 | 120 ₹1,03,680 | 95 ₹82,080 Lowest | 200 ₹1,72,800 | 180 ₹1,55,520 | 160 ₹1,38,240 | 155 ₹1,33,920 | 95 ₹82,080 Lowest | 145 ₹1,25,280 | 140 ₹1,20,960 |
| 4.00 | Material & Labour for Plain cement concrete 1:4:8 type C2 using 40mm graded stone aggregate as in foundation filling and masss concrete complete all as specified and directed. | 153 | Cum | 3,350 ₹5,12,550 Lowest | 3,450 ₹5,27,850 | 3,750 ₹5,73,750 | 3,700 ₹5,66,100 | 3,850 ₹5,89,050 | 3,420 ₹5,23,260 | 3,700 ₹5,66,100 | 3,690 ₹5,64,570 | 3,750 ₹5,73,750 | 3,680 ₹5,63,040 | 3,420 ₹5,23,260 | 3,655 ₹5,59,215 | 3,880 ₹5,93,640 |
| 5.00 | Material & Labour for brick work with sub class B bricks old size, straight or curved on plan exc 6m mean radius built in cm (1:4), complete all as specified and directed. | 347 | Cum | 5,850 ₹20,29,950 | 5,950 ₹20,64,650 | 5,950 ₹20,64,650 | 5,790 ₹20,09,130 Lowest | 5,950 ₹20,64,650 | 5,930 ₹20,57,710 | 6,000 ₹20,82,000 | 5,975 ₹20,73,325 | 5,980 ₹20,75,060 | 5,920 ₹20,54,240 | 5,930 ₹20,57,710 | 5,950 ₹20,64,650 | 5,920 ₹20,54,240 |
| 6.00 | Material & Labour for Plain cement concrete (1:2:4) type B1 Using 20 mm graded stone aggregate in Kerbs / Copings/ bed plates and the like including weathering ,slightely rounded or chamfered angles and throating as directed including use of necessary formwork complete all as speified and directed. | 19 | Cum | 5,400 ₹1,02,600 | 5,350 ₹1,01,650 Lowest | 5,650 ₹1,07,350 | 5,660 ₹1,07,540 | 5,750 ₹1,09,250 | 5,350 ₹1,01,650 Lowest | 5,550 ₹1,05,450 | 5,650 ₹1,07,350 | 5,500 ₹1,04,500 | 5,670 ₹1,07,730 | 5,350 ₹1,01,650 Lowest | 5,550 ₹1,05,450 | 5,800 ₹1,10,200 |
| 7.00 | Material & Labour for 15 mm thick rendering in CM (1:4) on fair/other than fair faces of brick work finished even and fair complete all as specified and directed. | 2,048 | Sqm | 210 ₹4,30,080 Lowest | 235 ₹4,81,280 | 295 ₹6,04,160 | 245 ₹5,01,760 | 285 ₹5,83,680 | 245 ₹5,01,760 | 300 ₹6,14,400 | 285 ₹5,83,680 | 275 ₹5,63,200 | 265 ₹5,42,720 | 245 ₹5,01,760 | 250 ₹5,12,000 | 275 ₹5,63,200 |
| 8.00 | Material & Labour for PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in drain and surface channel complete all as specified (Forming fair finished to drain/channels shall be measured and paiid seperately. | 19.2 | Cum | 5,400 ₹1,03,680 Lowest | 5,550 ₹1,06,560 | 5,750 ₹1,10,400 | 5,450 ₹1,04,640 | 5,800 ₹1,11,360 | 5,500 ₹1,05,600 | 5,800 ₹1,11,360 | 5,780 ₹1,10,976 | 5,550 ₹1,06,560 | 5,450 ₹1,04,640 | 5,500 ₹1,05,600 | 5,575 ₹1,07,040 | 5,900 ₹1,13,280 |
| 9.00 | Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stoppedends etc., complete all as specified and directed. | 800 | RM | 55 ₹44,000 Lowest | 70 ₹56,000 | 70 ₹56,000 | 80 ₹64,000 | 70 ₹56,000 | 70 ₹56,000 | 75 ₹60,000 | 85 ₹68,000 | 90 ₹72,000 | 80 ₹64,000 | 70 ₹56,000 | 75 ₹60,000 | 75 ₹60,000 |
| 10.00 | Taking down chowkhats with shutters (without taking off shutters from the frame) area exc 1.5 sqm but not exceeding 4 sqm each including cutting holes in brick/ stone wall built in cement / lime mortar, embedded portion exc half brick but n.exc one brick for inserting new hold fast and making good the disturbed portion/surfaces, in CM 1:3 complete all as directed. | 2 | Each | 300 ₹600 Lowest | 400 ₹800 | 450 ₹900 | 400 ₹800 | 450 ₹900 | 350 ₹700 | 380 ₹760 | 390 ₹780 | 460 ₹920 | 450 ₹900 | 350 ₹700 | 420 ₹840 | 400 ₹800 |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
11 Sept 2026, 6:00 pmClosed
Major Rajesh Rathore
Garrison Engineer Jhansi
PROVISION OF DRAINAGE SYSTEM INSIDE THE LOCATION OF AER AT SN LINE AND OTHER MINOR WORK AT MDC JHANSI UNDER AGE B/R-I OF GE JHANSI
2026_MES_785582_1
GE/JHA/TOK/55 OF 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Jhansi
As per NIT and Tender Documents
8 documents required · 8 mandatory
₹500
GE Jhansi
₹88,000
Yes
30 Sept 2026
21 Aug 2026
16 Sept 2026
21 Aug 2026
11 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Trenches not exceeding 1.5 mtr wide and not exc 1.5mtr deep for fdn etc in Hard/dense of soil and getting out, complete all as specified and directed. | 1,058 | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. in Hard/Dense soil, complete all as specified and directed. | 194 | Cum | - | - |
| 3 | Removing excavated material not exc 50m and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed by Engineer-in-Charge. | 864 | Cum | - | - |
| 4 | Material & Labour for Plain cement concrete 1:4:8 type C2 using 40mm graded stone aggregate as in foundation filling and masss concrete complete all as specified and directed. | 153 | Cum | - | - |
| 5 | Material & Labour for brick work with sub class B bricks old size, straight or curved on plan exc 6m mean radius built in cm (1:4), complete all as specified and directed. | 347 | Cum | - | - |
| 6 | Material & Labour for Plain cement concrete (1:2:4) type B1 Using 20 mm graded stone aggregate in Kerbs / Copings/ bed plates and the like including weathering ,slightely rounded or chamfered angles and throating as directed including use of necessary formwork complete all as speified and directed. | 19 | Cum | - | - |
| 7 | Material & Labour for 15 mm thick rendering in CM (1:4) on fair/other than fair faces of brick work finished even and fair complete all as specified and directed. | 2,048 | Sqm | - | - |
| 8 | Material & Labour for PCC (1:2:4) type B1 using 20 mm graded stone aggregate as in drain and surface channel complete all as specified (Forming fair finished to drain/channels shall be measured and paiid seperately. | 19.2 | Cum | - | - |
| 9 | Extra for forming fair finished surfaces of drain or channels, inner girth 30 cms, using extra cement including forms, moulds mitred/ stoppedends etc., complete all as specified and directed. | 800 | RM | - | - |
| 10 | Taking down chowkhats with shutters (without taking off shutters from the frame) area exc 1.5 sqm but not exceeding 4 sqm each including cutting holes in brick/ stone wall built in cement / lime mortar, embedded portion exc half brick but n.exc one brick for inserting new hold fast and making good the disturbed portion/surfaces, in CM 1:3 complete all as directed. | 2 | Each | - | - |
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