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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.4 LAccepted-AOC VILLAGE POST DUMARCHIR AMRAPARA PAKUR JHARKHAND | AMRAPARA | PAKUR | JHARKHAND | ₹56.4 L | L1 | Accepted-AOC Allotted the Work |
| 2 | L2₹57.3 LRejected-AOC | ₹57.3 L | L2 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | balak mahto L2 | A S ENTERPRISES L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 105.06 | per m3 | 151.82 ₹15,950.21 | 151.05 ₹15,869.31 |
| 2.00 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 20.67 | per m3 | 15.51 ₹320.59 | 15.43 ₹318.94 |
| 3.00 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 34.93 | per m3 | 55.28 ₹1,930.93 | 55 ₹1,921.15 |
| 4.00 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 91.01 | per M3 | 128.88 ₹11,729.37 | 128.22 ₹11,669.30 |
| 5.00 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 19.83 | per m3 | 589.51 ₹11,689.98 | 586.5 ₹11,630.30 |
| 6.00 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 6.09 | per m3 | 5,618.23 ₹34,215.02 | 5,589.58 ₹34,040.54 |
| 7.00 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm
nominal size) | 1.76 | per m3 | 5,626.21 ₹9,902.13 | 5,597.52 ₹9,851.64 |
| 8.00 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 11.53 | Per M2 | 356.52 ₹4,110.68 | 354.7 ₹4,089.69 |
| 9.00 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 228.4 | Per M2 | 330.34 ₹75,449.66 | 328.66 ₹75,065.94 |
| 10.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 18.65 | cum | 4,598.23 ₹85,756.99 | 4,574.78 ₹85,319.65 |
Tender Value
₹56.7 L
EMD Value
₹1.1 L
Closing Date
4 May 2026, 2:00 pmClosed
Executive Engineer N.R.E.P-1,Ranchi
Executive Engineer N.R.E.P-1,Ranchi Viklash Bhawan Ranchi
Construction of Community Building Near Marriage Hall in Village Ulatu Under Gagari Panchayat Under Ormanjhi Block Including Men and Women Bathroom Tiolet and Deep Boring
2026_NREPR_113361_2
NREP1/08/2026-27 DMFT
Open Tender
Civil Works
270 days
Ormanjhi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
1 Jun 2026
27 Apr 2026
5 May 2026
27 Apr 2026
4 May 2026
27 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. | 105.06 | per m3 | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) | 20.67 | per m3 | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 34.93 | per m3 | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 91.01 | per M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) | 19.83 | per m3 | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing designation 75A brick work in C.M (1: 4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. | 6.09 | per m3 | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm
nominal size) | 1.76 | per m3 | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 11.53 | Per M2 | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 228.4 | Per M2 | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 18.65 | cum | - | - | BI01010001010000000000000515BI0100001122 |
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