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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹92.1 LAdmitted-Finance | -1.65% | ₹92.1 L | L1 | Admitted-Finance |
| 2 | L2₹92.2 LAdmitted-Finance | -1.55% | ₹92.2 L | L2 | Admitted-Finance |
Tender Value
₹93.7 L
EMD Value
₹1.9 L
Closing Date
4 May 2026, 5:00 pmClosed
EE, MID, GODDA
EE, MID, GODDA
Construction of Check Dam in Harna River under Block - Godda, District - Godda
2026_WRD_113330_4
WRD/MID/GODDA/F2-04/2026-27
Open Tender
Civil Works
330 days
Block - Godda, Dist - Godda
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.9 L
1 Jun 2026
25 Apr 2026
5 May 2026
25 Apr 2026
4 May 2026
25 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 |
|---|---|---|---|---|---|
| 1 | Clearing Grass and Removal of Rubbish, Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area . as per specification and direction of E/I. Part -A , Common Item of Works ,Page:-195 & S No:-2.02 | 1 | Ha | - | - |
| 2Earth work in excavation in canals by the hydraulic excavator as per designed section in all kinds of soil, mixed with kankar, pebbles and boulders upto 300mm size and disposel of spoil upto 500m with all lifts by tipper including costruction and maintanance of hual road allwith excavated earth in proper profile and clod breaking and laying earth in 225mm layers all complete as per Specification and direction of E/I.3/ Part -B (W. R. D. ) Page No- 138 & Item No-7.1.43.2. | |||||
| 3 | Earth work in excavation in of foundation trenches in ordinary soil (Vide classification of soil item -A) and disposal of excavated earth so obtained (50 M away from the edge of the trenches ) with initial lead of 150M and initial lift of 1.5m all complete as per Specification and direction of E/I . 1/ Part -B (W. R. D. ) Page No- 119 & Item No- 6.1.8 | 1 | M³ | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2 | 1 | M³ | - | - |
| 5 | Providing 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. Part - A , Common Item of Works Page No- 204 & Item No- 5.2.28 | 1 | M³ | - | - |
| 6 | Providing ramdom 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. Part - A , Common Item of Works Page No- 204, & Item No- 5.2.31 | 1 | M³ | - | - |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level Providing and laying P. C. C. M150 with nominal 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)all complete as per bulding specification and direction of E/I. Part -B ( B. C. D.) ,Page:-106, Item No:-5.3.1.2 | 1 | M³ | - | - |
| 8Providing 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. R. C. C. M200 with nominal 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) all complete as per bulding specification and direction of E/I Part -B ( B. C. D.) ,Page:-107, Item No:-5.3.9.1 | |||||
| 9Prov. Tor Steel reinforcement of 8mm Dia bars as par approved design and drawin....do..do. (TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL) Part - B (B. C. D), Page:-119, & Item No-5.5.4 | |||||
| 10Prov. 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) Part - B (B. C. D), Page:-119, & Item No-5.5.5 (a) | |||||
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