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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | ₹6.3 L | 1 | Accepted-AOC Work Awanta |
| 2 | 2₹6.4 L+₹12,108.97 (1.92%)Rejected-Finance SHEKHAR KUMAR MANDAL | ₹6.4 L+₹12,108.97 (1.92%) | 2 | Rejected-Finance L2 |
| 3 | 3₹6.5 L+₹23,107.95 (3.66%)Rejected-Finance HASDIHA DUMKA | ₹6.5 L+₹23,107.95 (3.66%) | 3 | Rejected-Finance L3 |
| 4 | 4₹6.5 L+₹24,117.03 (3.82%)Rejected-Finance BIRAJPUR JARMUNDI DUMKA | DUMKA | JHARKHAND | 814101 | ₹6.5 L+₹24,117.03 (3.82%) | 4 | Rejected-Finance L4 |
| 5 | 5₹7.1 L+₹75,681.07 (12.0%)Rejected-Finance NAWADIH DUMKA JHARKHAND | ₹7.1 L+₹75,681.07 (12.0%) | 5 | Rejected-Finance L5 |
Tender Value
₹10.1 L
EMD Value
₹21,000
Closing Date
16 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
RURAL DEVELOPMENT SPECIAL DIVISION DUMKA
Construction of Paver Block Pathway from the Main Gate to the three Academic/Administrative Blocks at Degree College Shikaripara Sarsajol Dumka.
2026_RDSPL_112269_1
RDSD/DMK/UNTIED/33/25-26_Gr.07
Open Tender
Civil Works
Percentage
60 days
Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹21,000
29 Jun 2026
4 Apr 2026
18 Apr 2026
4 Apr 2026
16 Apr 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| 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. | 0.2 | M3 | - | - |
| 2 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 1 | M3 | - | - |
| 3 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | 0.4 | M2 | - | - |
| 4 | 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 40 mm nominal size) | - | M3 | - | - |
| 5 | Labour for supply and laying fitting and fixing NP2 hume pipe with collors in line, level and grade asa well providing approved jointing all complete as per specification and direction of E/I.(WRD 7.6.1.2 + SL no -10.4 ,P no- 71 )
250 mm dia 50 Rft(15.24m) | - | M | - | - |
| 6 | Suplying matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cement morter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. | - | NOS | - | - |
| 7 | 250 MM dia R.C.C. pipe | - | M | - | - |
| 8 | CARRIAGE OF MATRIALS
Paver Block LEAD =8 KM | - | TH | - | - |
| 9 | SAND LEAD =12 KM | - | M3 | - | - |
| 10 | STONE CHIP LEAD =40 KM | - | M3 | - | - |
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