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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 3₹10.5 LAccepted-AOC | ₹10.5 L | 3 | Accepted-AOC AOC |
| 2 | 1₹11.2 LRejected-AOC | ₹11.2 L | 1 | Rejected-AOC L3 |
| 3 | 2₹11.1 LRejected-AOC JHARUDIH BEKARBANDH DHANBAD | ₹11.1 L | 2 | Rejected-AOC L2 |
Tender Value
₹12.5 L
EMD Value
₹25,000
Closing Date
20 Mar 2026, 5:00 pmClosed
District Engineer, Zila Parishad, Dhanbad
District Engineer, Zila Parishad, Dhanbad
Construction of PCC road from EVM Warehouse to main road, District-Dhanabd
2026_ZPDH_111621_1
29/2025-26/DE/ZPDH/DHANBAD
Open Tender
Civil Works
60 days
Dhanbad
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,500
₹25,000
13 Apr 2026
14 Mar 2026
23 Mar 2026
14 Mar 2026
20 Mar 2026
14 Mar 2026
Dismantling pucca brick or lime work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1
Extra for earthwork in hard soil as per specification and direction of E/I. (Vide Classification of soil Item- B) 5.1.2
Providing designation 75A one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.5.6.2
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (B.C.D 5.3.1.1). (B.C.D 5.3.1.1)
Providing centering and shuttering including struting proping etc. and removal of form for foundation, footings, basages of columns etc. for mass concrete. (5.3.17.1)
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) 5.18 well
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. 5.1.7
(a) Cement
(b) Sand
(c) Stone Chips
(d) Bricks
Add cost for Signboard and Photography
Goods & Service Tax (G.S.T. 18%)
1% Labour Cess
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