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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.5 LAccepted-AOC | ₹17.5 L | L1 | Accepted-AOC Lowest Quotted |
| 2 | L2₹18.7 L+₹1.2 L (6.91%)Rejected-Finance VILL MAHULLYA PS PATAN NAWA KHAS DIST PALAMU JHARKHAND 822123 | NAWA KHAS | PALAMU | JHARKHAND | 822123 | ₹18.7 L+₹1.2 L (6.91%) | L2 | Rejected-Finance Other than lowest quoted |
| 3 | L3₹22.2 L+₹4.7 L (26.5%)Rejected-Finance 119 LANE NO 4 DAYA NAND NAGAR LAWRENCE ROAD AMRITSAR PUNJAB 143001 | AMRITSAR | PUNJAB | 143001 | ₹22.2 L+₹4.7 L (26.5%) | L3 | Rejected-Finance Other than lowest quoted |
| Sl No | Description | Qty | Unit | india trading company L3 | M/S ANUJ KUMAR L2 | K K GUPTA L1 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches n.exc 1.5 metres wide and n.exc 1.5 metres deep for for foundation etc for shafts, cesspits, manholes etc n.exc 10 Sqm on plan and n. exc 1.5 metres in depth and getting out in hard/dense soil. | 33 | Cum | 600 ₹19,800 | 310 ₹10,230 | 250 ₹8,250 Lowest |
| 2.00 | Excavating over areas exc 10 Sqm on plan, n.exc 1.5m deep and getting out hard/dense soil | 38 | Cum | 400 ₹15,200 | 300 ₹11,400 | 250 ₹9,500 Lowest |
| 3.00 | Description all as per above ser item No-2 but depth exc 1.5m and n.exc 3m, getting out hard/dense soil | 10 | Cum | 600 ₹6,000 | 305 ₹3,050 | 275 ₹2,750 Lowest |
| 4.00 | Description all as per above ser item No-2 but depth exc 3m and n.exc 4.5m, getting out hard/dense soil | 3 | Cum | 650 ₹1,950 | 310 ₹930 | 275 ₹825 Lowest |
| 5.00 | Returning filling in incl spreading leveling watering, well ramming in layers not etc 25 cm hard/dense soil | 44 | Cum | 130 ₹5,720 | 130 ₹5,720 | 35 ₹1,540 Lowest |
| 6.00 | Removing excavated materials etc not exc 50 metres depositing where directed at a level of n.exc. 1.5 metres above the starting point | 40 | Cum | 300 ₹12,000 | 200 ₹8,000 | 110 ₹4,400 Lowest |
| 7.00 | M&L brickwork with sub class 'B' bricks in one brick thick of honey comb walling, built in CM 1:4 complete. | 40 | Sqm | 600 ₹24,000 | 550 ₹22,000 Lowest | 1,125 ₹45,000 |
| 8.00 | M/L brick work with sub class B bricks built in CM 1:4 straight or curved exceeding 6m mean radius all as specified. | 241 | CUM | 6,000 ₹14,46,000 | 4,800 ₹11,56,800 | 4,550 ₹10,96,550 Lowest |
| 9.00 | M&L cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in fondation and mass concrete for manhole surface channels and drains | 25 | Cum | 3,900 ₹97,500 | 4,500 ₹1,12,500 | 2,850 ₹71,250 Lowest |
| 10.00 | M/L PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping, bed etc including necessary use & waste of form work complete all as specified | 3.2 | CUM | 6,900 ₹22,080 | 6,500 ₹20,800 | 5,100 ₹16,320 Lowest |
Tender Value
₹22.3 L
EMD Value
₹44,700
Closing Date
3 Aug 2026, 6:00 pmClosed
Shri Manjul Kumar Tripathi, GE
Garrison Engineer Ranchi Military engineer Services 7th club road Ranchi
PROVN OF TWO SEPTIC TANKS FOR 50 x USERS ALONGWITH REPLACEMENT OF COMPLETE SEWAGE LINE INCL TWO SOAKAGE WELL AT 23 INF DOU AT NAMKUM POCKET OF RANCHI MIL STN
2026_MES_775742_1
8200/1721/E8
Open Tender
Civil Works
Item Rate
180 days
GE Ranchi
Class E Cat a (ii)
6 documents required · 6 mandatory
₹500
GE Ranchi
₹44,700
Yes
14 Sept 2026
1 Jul 2026
10 Aug 2026
1 Jul 2026
3 Aug 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches n.exc 1.5 metres wide and n.exc 1.5 metres deep for for foundation etc for shafts, cesspits, manholes etc n.exc 10 Sqm on plan and n. exc 1.5 metres in depth and getting out in hard/dense soil. | 33 | Cum | - | - |
| 2 | Excavating over areas exc 10 Sqm on plan, n.exc 1.5m deep and getting out hard/dense soil | 38 | Cum | - | - |
| 3 | Description all as per above ser item No-2 but depth exc 1.5m and n.exc 3m, getting out hard/dense soil | 10 | Cum | - | - |
| 4 | Description all as per above ser item No-2 but depth exc 3m and n.exc 4.5m, getting out hard/dense soil | 3 | Cum | - | - |
| 5 | Returning filling in incl spreading leveling watering, well ramming in layers not etc 25 cm hard/dense soil | - | Cum | - | - |
| 6 | Removing excavated materials etc not exc 50 metres depositing where directed at a level of n.exc. 1.5 metres above the starting point | 40 | Cum | - | - |
| 7 | M&L brickwork with sub class 'B' bricks in one brick thick of honey comb walling, built in CM 1:4 complete. | 40 | Sqm | - | - |
| 8 | M/L brick work with sub class B bricks built in CM 1:4 straight or curved exceeding 6m mean radius all as specified. | 241 | CUM | - | - |
| 9 | M&L cement concrete (1:4:8) type D2 using 40mm graded stone aggregate in fondation and mass concrete for manhole surface channels and drains | 25 | Cum | - | - |
| 10 | M/L PCC 1:2:4 type B0 using 12.5mm graded stone aggregate as in coping, bed etc including necessary use & waste of form work complete all as specified | 3.2 | CUM | - | - |
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