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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC GOPIKANDAR DUMKA JHARKHAND | DUMKA | JHARKHAND | 814101 | ₹3.9 Cr | L1 | Accepted-AOC de, zp, dumka letter no 480 dt 06.06.2026 |
| 2 | L2₹4.0 Cr+₹8.8 L (2.25%)Rejected-Finance DUMKA | JHARKHAND | 814101 | ₹4.0 Cr+₹8.8 L (2.25%) | L2 | Rejected-Finance DE, ZP, Dumka letter no 480 dt 06.06.2026 |
| Sl No | Description | Qty | Unit | Ajay Kumar Jha L2 | TIYA CIVIL TECH PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 594.71 | CUM | 145.26 ₹86,387.87 | 133.86 ₹79,608.15 Lowest |
| 2.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 594.71 | CUM | 52.89 ₹31,454.32 | 44.22 ₹26,298.16 Lowest |
| 3.00 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 1,082.93 | CUM | 123.31 ₹1,33,536.47 | 103.12 ₹1,11,672.05 Lowest |
| 4.00 | Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads 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 voume) | 126.22 | CUM | 564.02 ₹71,190.04 | 471.61 ₹59,526.14 Lowest |
| 5.00 | Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I | 1,633.67 | SQM | 308.41 ₹5,03,840.78 | 264.27 ₹4,31,730.5 Lowest |
| 6.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 39.8 | CUM | 3,853.01 ₹1,53,369.06 | 3,300.33 ₹1,31,369.64 Lowest |
| 7.00 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 64.06 | CUM | 5,356.23 ₹3,43,125.45 | 3,602.74 ₹2,30,795.13 Lowest |
| 8.00 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:
1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 184.66 | CUM | 5,703.94 ₹10,53,312.38 | 4,174.4 ₹7,70,861.4 Lowest |
| 9.00 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 136.64 | CUM | 5,819.44 ₹7,95,185.74 | 4,865.96 ₹6,64,899.37 Lowest |
| 10.00 | Reinforcement cement concrete work in beams, suspended floors, roofs having slope up to 15ⴰ landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 499.23 | CUM | 6,036.07 ₹30,13,357.05 | 5,046.7 ₹25,19,438.81 Lowest |
Tender Value
₹4.9 Cr
EMD Value
₹4.9 L
Closing Date
7 May 2026, 3:00 pmClosed
District Engineer, Zila Parishad, Dumka
District Engineer, Zila Parishad, Dumka
Construction of Vishal Market Complex Near National School Under Zila Parishad Dumka, District - Dumka
2026_DZPD_113465_1
ZP-DUM-03/2026/RE-02
Open Tender
Civil Works
Item Rate
540 days
District - Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹4.9 L
10 Jun 2026
30 Apr 2026
9 May 2026
30 Apr 2026
7 May 2026
30 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 0.8 | CUM | - | - |
| 2 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 0.8 | CUM | - | - |
| 3 | Filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) | 0.2 | CUM | - | - |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including thick with all leads 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 voume) | 0.6 | CUM | - | - |
| 5 | Providing designation 75B one brick flat soiling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I | 0.8 | SQM | - | - |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | 1 | CUM | - | - |
| 7 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 0.4 | CUM | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:
1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 0.6 | CUM | - | - |
| 9 | Reinforcement cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | 0.2 | CUM | - | - |
| 10 | Reinforcement cement concrete work in beams, suspended floors, roofs having slope up to 15ⴰ landing, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | - | CUM | - | - |
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