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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹50.7 LAdmitted-Finance AT HOUSE NO 47 WARD NO 34 BAWAN BIGHA MORE KARNIBAG DEOGHAR PIN 814112 | DEOGHAR | JHARKHAND | 814112 | -28.01% | ₹50.7 L | L1 | Admitted-Finance |
| 2 | L2₹70.3 LAdmitted-Finance | -0.11% | ₹70.3 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Letter No. 230 dated 16.04.2026 of Superintending Engineer, Irrigation Circle Jasidih, Camp - Deoghar |
| 4 | Rejected-Technical 71 HATIA ROAD DANGAL PARA DUMKA | - | - | - | Rejected-Technical Letter No. 230 dated 16.04.2026 of Superintending Engineer, Irrigation Circle Jasidih, Camp - Deoghar |
Tender Value
₹70.4 L
EMD Value
₹1.4 L
Closing Date
2 Apr 2026, 5:00 pmClosed
EE, Punasi Spillway Division, Punasi Camp-Deoghar
EE, Punasi Spillway Division, Punasi Camp-Deoghar
Residual Work of Punasi Spill Channel with Slope Protection Work under Punasi Reservoir Scheme
2026_WRD_112108_1
WRD/PSD/DEOGHAR/ Re F2-01/2025-26
Open Tender
Civil Works
180 days
Punasi
Please Refer Tender Documents
3 documents required · 3 mandatory
₹10,000
₹1.4 L
30 Apr 2026
27 Mar 2026
4 Apr 2026
27 Mar 2026
2 Apr 2026
27 Mar 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earthwork in Excavation of cut-off trenches by hydraulic machine in grade A & B type of soil including morroum soil ,soil mixed with kankar ,pebbles & boulder upto 300 mm size and disposal of the same beyond 150 m upto 0.5 km from centre of the trench with all lifts by tipper including construction & maintainance of haul road all complete as per specification and direction of E/I.Vide SOR WRD 5.1.9.1 | ||||||
| 2 | Plain/Reinforced Cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 Case II PCC Grade M15 using batching plant & manual placing Vide SOR RCD 12.08 A II | 1 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 3Providing rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal where ever required including royalty and all taxes etc. complete job as per specification and direction of E/l. Vide SOR Common 4.28 | ||||||
| 4Earth work in filling foundation trenches or back filling of masonry structure with suitable earth in layers 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 of 1.5m complete as per specification and direction of E/l. Vide SOR WRD 6.1.16 | ||||||
| 5 | Earthwork in Lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30 m and lift of 1.5m including the cost of formation of subgrade of canal lining ,profiling,levelling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design ,specification and direction of E/I.
Vide SOR WRD 7.1.21 | 0.4 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 6Geotextile Filter Fabric Vide SOR RCD M-124 | ||||||
| 7 | Supplying and Laying ( properly as per design and drawing ) rip-rap with good quality of boulders duly packed including the cost of materials ,royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E.I. Vide SOR Common 5.6.8 | 0.4 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 8Carriage of materials by mechanical means including loading,unloading and stacking at work site (i) Cement | ||||||
| 9 | (ii) Sand | 0.2 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 10 | (iii) Chips | 1 | M3 | - | - | BI01010001010000000000000515BI0100001118 |
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