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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.2 LAdmitted-Finance ARGADA ARGADA ARGADA RAMGARH HAZARIBAG JHARKHAND 829101 UDYAM JH 19 0008689 | RAMGARH | JHARKHAND | 829101 | -2.94% | ₹69.2 L | L1 | Admitted-Finance |
| 2 | L2₹69.8 LAdmitted-Finance AZAD NAGAR SAHEBGANJ | GODDA | JHARKHAND | 813208 | -2.11% | ₹69.8 L | L2 | Admitted-Finance |
| 3 | L3₹70.6 LAdmitted-Finance | -1.11% | ₹70.6 L | L3 | Admitted-Finance |
| 4 | L4₹70.8 LAdmitted-Finance | -0.75% | ₹70.8 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical 188 BARTALLA STREET DAHIYA TOLA PO SAHEBGANJ DIST SAHEBGANJ | SAHEBGANJ | JHARKHAND | 813208 | - | - | - | Rejected-Technical vide letter no 476 dt 25.06.2026 of semic, dumka |
Tender Value
₹71.3 L
EMD Value
₹1.4 L
Closing Date
23 May 2026, 5:00 pmClosed
EE, MID, SAHIBGANJ
EE, MID, SAHIBGANJ
Construction of Check Dam on Sitalpur Nala in Village - Sitalpur under Block - Borio District - Sahibganj
2026_WRD_114140_1
WRD/MID/SAHIBGANJ/F2-08/26-27
Open Tender
Civil Works
Percentage
330 days
Block - Borio, Dist - Sahibganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.4 L
6 Jul 2026
16 May 2026
25 May 2026
16 May 2026
23 May 2026
16 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 | E/W in excavation of canal having discharge between 8.5 cumec (300 cusec) and 0.14 cumecs ( 0.50 cusecs) in ordinary soil (vide classification of soil item -A) including clod breakng,earth in 225 mm 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. 2(7.1.43.
2) PART - B PAGE NO 138 | - | M³ | 105.09 | - |
| 2.1 | E/W in excavation of foundation trenches of toe wall ,spillway ,head regulator outlet,intake well etc.as per designed section in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulders up to 300MM size and disposalof the same (beyond 50M away from to of the dam in country side ) within initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I. (6.1.8) PART-B PAGE
NO 119 | 0.6 | M³ | 177.76 | ₹106.66 |
| 2.2 | E/W in excavation of foundation trenches of toe wall ,spillway ,head regulator outlet,intake well etc.as per designed section in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulders up to 300 size thick and disposalof the same (beyond 50M away from toe of the dam in country side ) within initial lead of 150M and initial lift of 1.5 M as per specification and direction of E/I. 4(5.1.15.2) WRD part B page no 100 | 1 | M³ | 560.3 | ₹560.3 |
| 3 | Providing and laying in position Cement 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 | - | M³ | 4,598.23 | - |
| 4 | Providing rough dressed random rubble stone masonry in CM (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5-3.0) washed and screened with raking out of joints to 12MM depth curing scaffolding and its removal wherever required royalty and all taxes etc complete job as per specification and direction of E/I. 6(5.2.28) PART-A P-204 | - | M³ | 2,739.68 | - |
| 5 | Providing rough dressed random rubble stone masonry in CM (1:4) in super structure with approved quality of coarse sand of requisite F.M (2.5-3.0) washed and screened with raking out of joints to 12MM depth curing scaffolding and its removal wherever required royalty and all taxes etc complete job as per specification and direction of E/I. 7(5.2.31) PART-A P-204 | 1 | M³ | 2,906.96 | ₹2,906.96 |
| 6 | Providing 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 | - | M³ | 5,626.21 | - |
| 7 | Providing 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 | 1 | M³ | 5,218 | ₹5,217.99 |
| 8 | Prov. Tor Steel reinforcement of 8 mm, Dia bars as per approved design and drawing TMT coil Fe 500 (Only valid for Tata (Tiscon), Sail, JSPL, Electro steels Ltd. Bokaro and Vijag (RINL), BCD. (5.5.4), Page-119 | 1 | MT | 83,314.02 | ₹83,313.94 |
| 9 | Centuring and shuttering including strutting, proping etc. And removel of form for foundation, footings, bases of columns etc for mass concrete as per specification and direction of E/I. BCD. Item No. - 5.3.17.1 , Page - 108 | - | M² | 194.5 | - |
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