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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAccepted-AOC | ₹34.0 L | L1 | Accepted-AOC WORK ORDER ISSUED |
| 2 | L2₹38.7 LRejected-Finance AT PO NEAR MAHAVIR MANDIR TANDWA DIST CHATRA JHARKHAND 825321 | CHATRA | JHARKHAND | 825321 | ₹38.7 L | L2 | Rejected-Finance DISQUALIFIED |
| 3 | L3₹40.2 LRejected-Finance | ₹40.2 L | L3 | Rejected-Finance DISQUALIFIED |
| 4 | L4₹41.2 LRejected-Finance | ₹41.2 L | L4 | Rejected-Finance DISQUALIFIED |
Tender Value
₹49.3 L
EMD Value
₹98,700
Closing Date
26 May 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, M.I. DIVISION, KODERMA
Construction of P.C.C. Road from Gurjar Chowk, Yadav Muhalla, Ward No.-04 to Pathlahi Blacktop Road and Construction of Nali at Village- Aragaro, Panchayat- Aragaro under Chandwara Block
2026_WRD_114272_1
SPUF/MID/KODERMA/F2-01/2026-27 (2ND CALL)
Open Tender
Civil Works
Percentage
90 days
KODERMA
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹98,700
1 Jul 2026
19 May 2026
28 May 2026
19 May 2026
26 May 2026
19 May 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 | 620.13 | M3 | 151.82 | ₹94,148.14 |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I BCD. 5.1.2 | 620.13 | M3 | 15.51 | ₹9,618.22 |
| 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 | 155.8 | M3 | 589.51 | ₹91,845.66 |
| 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 | 134.56 | M3 | 4,027.14 | ₹5,41,891.96 |
| 5 | 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. BCD. 5.6.3 | 278.71 | M2 | 330.34 | ₹92,069.06 |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1.5.3(1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) BCD. 5.3.1.1 | 288.83 | M3 | 4,961.73 | ₹14,33,096.48 |
| 7 | 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) BCD. 5.3.9.1 | 123.18 | M3 | 5,218 | ₹6,42,753.24 |
| 8 | 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 | 1,154.96 | M2 | 194.5 | ₹2,24,639.72 |
| 9 | Proiding tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing with cutting ,bending and binding with annealed wire with cost of wire removal of rust , placing the rods in position ( including carrage of bar at work site) all complete as per building specification and direction of E/I. (a) 10mm (TMT coil Fe 500) ( only valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL STEELS Ltd. BOKARO and VIZAG (RINL). BCD. 5.5.5 (a) | 5.44 | MT | 82,096.54 | ₹4,46,605.18 |
| 10 | Filling in foundation trenches and plinth in layer 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 initial lift 1.5M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). BCD. 5.1.7 | 84.96 | M3 | 55.28 | ₹4,696.59 |
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