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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹79.4 LAdmitted-Finance | -0.06% | ₹79.4 L | L1 | Admitted-Finance |
| 2 | L2₹79.4 LAdmitted-Finance JOKELA SARAIYAHAT DUMKA | DUMKA | JHARKHAND | 814101 | +0.00% | ₹79.4 L | L2 | Admitted-Finance |
Tender Value
₹79.4 L
EMD Value
₹1.6 L
Closing Date
5 May 2026, 5:00 pmClosed
EE, MID, DUMKA
EE, MID, DUMKA
Construction of Check Dam on Sarwadham Joriya, under Block - Saraiyahat, District - Dumka.
2026_WRD_113262_15
WRD/MID/DUMKA/F2 -01/2026-27
Open Tender
Civil Works
330 days
Block - Shikaripara, Dist - Dumka
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.6 L
25 May 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation of canals having discharge between 8.5 cumecs (300 cusecs) and 0.14 cumecs (5 cusecs) in ordinary soil (vide classification of soil item -A) including cold breaking,having earth in 225mm layer and rough dressing of soil with initial lead of 10M. and lift of 1.5M.all complete as per approved design. specification and direction of E/I.(7.1.43.2) part-B, WRD page no.-138 | |||||
| 2 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, out lets, intake wells etc, as per desingned section in all kinds of soil including mooram soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per sepecification and direction of E/I . (6.1.8) part-B, WRD page no.-119 | 1 | M³ | - | - |
| 3 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulaator, intake wells and outlet etc, as per desingned section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with disposal of soil (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per sepecification and direction of E/I . (5.1.15.2) part-B, WRD pageno.-100 | 1 | M³ | - | - |
| 4Providing 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 | |||||
| 5Providing ramdom rubble stone masonary in c.m. (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints, to 20mm,depth, curing taxes and royality all complete as per bulding specification and direction of E/I. (5.2.28) PART A PAGE 204 . | |||||
| 6Providing random rubble stone masonary in c.m. (1:4) in superstructure and with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening of materials,Scaffolding, racking out joints, to 20mm,depth, curing texas and royality all complete as per bulding specification and direction of E/I (5.2.31) PART A PAGE 204 . | |||||
| 7Providing and laying in position Cement conc. in Retaing wall, return wall, wlls(any thickness) including attached pillasters, columns, piers abut. , pillars, posts, struts, buttress, string or lacing course,parapets, coping, bed blocks, anchor blocks, plain window sills, ... excluding the cost of Centuring and Shuttering and fishing :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 - 5.3.2.2, Page No. 106 | |||||
| 8Providing and laying in position Cement conc. Of specified grade excluding the cost of Centuring, Shuttering, finishing and reinforcement - All work up to plinth level - RCC M-20 with nominal mix 1:1.5:3 (1 Cement : 1.5 Course Sand (Zone- iii) : 3 graded stone aggregate 20 mm nominal Size) all . complete job as per building specification and direction of E/I. BCD Item - 5.3.9.1, Page No. 107 | |||||
| 9 | Prov. Tor Steel reinforcement of 10 mm, 12mm & 16 mm. Dia bars as par approved design and drawin....do..do. (a) 10 mm (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL), BCD. (5.5.5), Page-119 | 1 | MT | - | - |
| 10 | Providing centuring and shuttering including,strutting,propping etc and its and removal of form for foundations,footings,bases of columns etc.for mass concrete after as per specification and direction of E/I. (5.3.17.1) | 1 | M² | - | - |
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