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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.6 LAccepted-AOC | ₹24.6 L | L1 | Accepted-AOC ok |
| 2 | L2₹25.0 LRejected-AOC GRAM NAYAVAN TOLA KULTAND POST BATBINOR CHANDANKIYARI BOKARO | BOKARO | JHARKHAND | 825102 | ₹25.0 L | L2 | Rejected-AOC ok |
| 3 | L4₹25.9 LRejected-AOC 107 2A JAREEB CHOWKI JAREEB CHOWKI KANPUR NAGAR UTTAR PRADESH 208012 UDYAM UP 43 0037309 09AHKPG8599D1ZT R M MII STATUS AS VERIFIED | KANPUR NAGAR | UTTAR PRADESH | 208012 | ₹25.9 L | L4 | Rejected-AOC ok |
| 4 | L5₹27.4 LRejected-AOC | ₹27.4 L | L5 | Rejected-AOC ok |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not Qualified |
Tender Value
₹34.3 L
EMD Value
₹69,000
Closing Date
31 Jan 2026, 5:00 pmClosed
Executive Engineer, R.D.Spl.Div. Bokaro
O/o Executive Engineer, R.D.Spl.Div. Bokaro 1st floor, working womens hostel, Camp-II, B.S. City, Bokaro-827001
CONSTRACTION OF 1000 FEET DRAIN FROM HOUSE OF MANTU RAI TO HOUSE OF BISTU GOPE IN MANTAND UPER TOLA OF BARAJOR PANCHAYAT UNDER BLOCK- CHANDANKIYARI DISTRICT-BOKARO
2026_RDSPL_109683_1
RDD/SD/BOKARO/16/2025-26/GR03
Open Tender
Civil Works
180 days
Chandankiyari
Please refer Tender Documents
3 documents required · 3 mandatory
₹5,000
₹69,000
16 May 2026
24 Jan 2026
2 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
Laying and Jointing PVC Pipe. Heading
Earth work in excavation in foundation trenches in hard soil (vide classification of soil item - A+B) and disposal of excavated earth as obtained to a distance up to 50M including all lifts with leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as perbuilding specification and direction of E/I. B.C.D. S.O.R. Item No. 5.1.1 + 5.1.2
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labours, royaly and taxes all complete as per building specification and direction of E/l. B.C.D. S.O.R. Item No. 5.1.10
Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes, royalty all complete as per building specification and direction of E/I. B.C.D. S.O.R. Item No. 5.6.3
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) B.C.D. S.O.R. Item No. 5.3.1.2
Providing and laying in position specified grade of reinforced concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) B.C.D. S.O.R. Item No. 5.3.9.1
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. B.C.D. S.O.R. Item No. 5.3.17.1
Providing centering including strutting, propping etc. and its removal after use in Suspended floors, roofs, landings, balconies and access platform, Deck Slab -do- -do- all complete job as per specification and direction of E/I. BCD Item No. 5.3.17.3
Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts. B.C.D. S.O.R. Item No. 5.3.17.6
Providing Tor steel reinforcement of 8mm/10mm/ 12mm/ 16mm dia etc. rods as per approved design and drawing exclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (only valid for Tata (Tiscon), SAIL, JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)) 5.5.4 8mm Dia Bar.
5.5.5 (a)10mm Dia Bar
Filling in excavation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dresssd with earth obdiened from excavation of foundation trenches within a lead of 50 m and lift of 1.5 M all complete as per building specification and direction of E.I (Mode of measurement compacted volume.)Qty. = 1/3rd of excavated earth. B.C.D. S.O.R. Item No. 5.3.17.6
Carriage of materials (i) Cement
(ii) Sand
(iii) Stone Chips
(iv) Bricks
(v) Steel
Add. 18% GST
Add. 1% Labour Cess
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