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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.3 LAdmitted-Finance | -29.99% | ₹38.3 L | L1 | Admitted-Finance |
| 2 | L2₹52.8 LAdmitted-Finance SAHIBGANJ SAHIBGANJ JHARKHAND | SAHEBGANJ | JHARKHAND | 813208 | -3.51% | ₹52.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Disqualified |
Tender Value
₹54.7 L
EMD Value
₹1.1 L
Closing Date
21 May 2026, 2:00 pmClosed
Executive Engineer, MID Bokaro.
o/o EE Minor Irrigation Division, Bokaro Camp 2 Chas Court Area Bokaro.
Renovation of Barka bandh M.I Scheme Under Block- Petarwar, Bokaro.
2026_WRD_113859_1
WRD/MID/BOKARO/F2-03/2026-27
Open Tender
Civil Works - Others
335 days
PETARWAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.1 L
29 Jun 2026
13 May 2026
23 May 2026
13 May 2026
21 May 2026
13 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 | Eartwork in excavation in canal by the hydraulic excavator as per designed section in all kind of soil soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 10 m with all lifts all complete as per specification and direction of E/I.. WRD 7.1.43.1 | 1,752.5 | M3 | 50.53 | ₹88,553.83 |
| 2 | Eartwork in excavation in canal by the hydraulic excavator as per designed section in all kind of soil soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.. WRD 7.1.43.2 | 39,560 | M3 | 105.09 | ₹41,57,360.4 |
| 3 | Eartwork in excavation of foundation trenches of toe wall,spillway,head regulator, outlet,intake well etc. as per designed section in all kind of soil including moorum soil, soil mixed with kanker,pebbles and boulders upto 300 mm size and disposal of the same (50M. away from the edge of the treanches) with initial lead of 150 M and initial lift of 1.5 M as per specification and direction of
E/I. WRD 5.1.14.1 | 433.7 | M4 | 203.58 | ₹88,292.65 |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials,labour, royalty and taxes all complete job as per specification and direction of E/l.( Mode of measurement compacted volume ) BCD 5.1.10 | 5.86 | M4 | 589.51 | ₹3,454.53 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work upto plinth level. 1:2:4 ( 1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size. BCD 5.3.1.2 | 26.02 | M3 | 4,598.23 | ₹1,19,645.94 |
| 6 | Providing random rubble stone masonary in CM(1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I Commom Part A (5.2.28) | 36.08 | M3 | 2,739.68 | ₹98,847.65 |
| 7 | Providing random rubble stone masonary in CM(1:4) in superstructure with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening of material, scaffolding, raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I Commom Part A (5.2.31) | 26.14 | M3 | 2,906.96 | ₹75,987.93 |
| 8 | Providing 25mm thick cement plaster (1;4) in cement mortar with approved quality of sand of requisite F.M. (2.5 - 3.0) washed and screened including curing, scaffolding, wherever required and its removal royalty and all taxes etc complete job as per specification and direction of E/I.WRD 5.5.5 and Common Part A 5.7.12 | 83.32 | M2 | 258.87 | ₹21,569.05 |
| 9 | Dewatering by 10 HP diesel pump all complete job.(Part-B (Corrigendum) SL.-47, PM-29 Pg.-28) | 75 | Hrs. | 344.85 | ₹25,863.75 |
| 10 | NP2 R.C.C hume pipe with collor as per I.S.S. 458-1971 (iv) 250 mm dia W.R.D page no. 84 S.No.13 M - 300 | 60 | M | 462.1 | ₹27,726 |
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