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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.0 LAccepted-AOC | ₹19.0 L | L1 | Accepted-AOC WORK ORDER ISSUED |
| 2 | L2₹19.4 LRejected-Finance GRAM ORIA POST PARNANGA THANA AANGO CHURCHU HAZARIBAG | HAZARIBAG | HAZARIBAG | JHARKHAND | 825301 | ₹19.4 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹20.0 LRejected-Finance KALI MANDIR JMT KODERMA JHARKHAND 825410 | KODERMA | JHARKHAND | 825410 | ₹20.0 L | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹20.6 LRejected-Finance | ₹20.6 L | L4 | Rejected-Finance DISQUALIFIED |
| 5 | L5₹20.9 LRejected-Finance GRAM BASHARWA LOKAI KODERMA | KODERMA | JHARKHAND | 825109 | ₹20.9 L | L5 | Rejected-Finance DISQUALIFIED |
Tender Value
₹25.0 L
EMD Value
₹50,000
Closing Date
16 Jun 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, M.I. DIVISION, KODERMA
Construction of P.C.C. Road from Laxmi Mandir to Birhor Tola at Village- Bendi under Chandwara Block
2026_WRD_115020_1
SPUF/MID/KODERMA/F2-03/2026-27 (3rd Call)
Open Tender
Civil Works
Percentage
90 days
KODERMA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹50,000
7 Aug 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
16 Jun 2026
10 Jun 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 | 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.
BCD. 5.1.1 | 408.1 | M3 | 151.82 | ₹61,957.74 |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I BCD. 5.1.2 | 408.1 | M3 | 15.51 | ₹6,329.63 |
| 3 | 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) BCD. 5.1.10 | 135.9 | M3 | 589.51 | ₹80,114.41 |
| 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) BCD. 5.3.1.5 | 135.9 | M3 | 4,027.14 | ₹5,47,288.33 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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) BCD. 5.3.1.1 | 204.05 | M3 | 4,961.73 | ₹10,12,441.01 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for foundation footing , base of Column etc. for mass concrete. BCD. 5.3.17.1 | 202.83 | M2 | 194.5 | ₹39,450.44 |
| 7 | NP2 R.C.C. Hume Pipe with collar as per I.S.S. 458-1971 (v) 300 mm dia. WRD. P-84 M-300 (V) | 10.98 | Mtr | 586.24 | ₹6,436.92 |
| 8 | Labour for laying, fitting and fixing NP2 R.C.C Hume Pipe with collars in line, leveland grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. WRD. Part-B 7.6.1.3 | 10.98 | Mtr | 361.9 | ₹3,973.66 |
| 9 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l.WRD. Part-B 6.1.16 | 371 | M3 | 114.5 | ₹42,479.5 |
| 10 | Carriage of Materials :- (i) Cement | 117 | MT | 595.6 | ₹69,685.2 |
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