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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.6 LAdmitted-Finance 71 HATIA ROAD DANGAL PARA DUMKA | -40.90% | ₹31.6 L | L1 | Admitted-Finance |
| 2 | L2₹39.5 L+₹8.0 L (25.3%)Admitted-Finance DUMKA | DUMKA | JHARKHAND | 814101 | -25.96% | ₹39.5 L+₹8.0 L (25.3%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical NOT AVAILABLE | - | - | - | Rejected-Technical semic dumka letter no 650 dt 02.09.2026 |
Tender Value
₹53.4 L
EMD Value
₹1.1 L
Closing Date
5 May 2026, 5:00 pmClosed
EE, MID, DUMKA
EE, MID, DUMKA
Renovation of Shiv Mandir bandh M.I Scheme, under Block- Dumka, District-Dumka.
2026_WRD_113262_22
WRD/MID/DUMKA/F2 -01/2026-27
Open Tender
Civil Works
Percentage
330 days
Block - Dumka, Dist - Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.1 L
16 Sept 2026
23 Apr 2026
6 May 2026
23 Apr 2026
5 May 2026
23 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 |
|---|---|---|---|---|---|
| 1clearing grass and removing of rubbish up to a distance of 50 m out side the periphery of the area. 2.02 | |||||
| 2 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds 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 approved design, specification and direction of E/I. (7.1.43.1)(WRD) | 1 | M³ | - | - |
| 3Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 M with all tipper including construction and maintanance of haul road all complete as per approved design, specification and direction of E/I. (7.1.43.2)(WRD) | |||||
| 4Dewatering By 10HP Diesel pump set…do …do of E/I. S.I -10 P-83 PM-29,Part-B(WRD) | |||||
| 5Fine dressing of the earthen embankment and turfing with 75 mm thick grass sods, obtained within a lead of 150 M. Including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I (6.1.24.1)(WRD) | |||||
| 6Extra for each lead of 150 M. Over initial kead of 150 M. As per specification and direction of E/I.(6.1.24.2) | |||||
| 7 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil,soil mixed with kankar,pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the toe of dam in the country side) within intial lead of 150 m and initial lift 1.5 M. All lifts as per specification and direction of E/I. | 1 | M3 | - | - |
| 8 | Providing coarse clean sand filling in found. Trenches including ramming as well as royalty and all taxes etc. as per specification and direction of E/I.(5.1.10) | 1 | M3 | - | - |
| 9 | Providing random rubble stone masonry in C.M. (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 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l.5.2.28, part-A (WRD) | 1 | M³ | - | - |
| 10Providing and laying in position Ce ment conc. Of specified grade excluding the cost of Centuring and Shuttering - All work up to plinth level - PCC M-15 with nominal mix 1:2:4 (1 Cement : 2 Course Sand (Zone- iii) : 4 graded stone aggregate 20 mm nominal Size) all . complete job as per building specification and direction of E/I. BCD Item - 5.3.1.2, Page No. 106 | |||||
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