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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹69.7 LAdmitted-Finance JHARKHAND | LOHARDAGA | JHARKHAND | 835302 | -6.50% | ₹69.7 L | L1 | Admitted-Finance |
| 2 | L2₹74.6 LAdmitted-Finance VILL BUDHIPAT PO PS BHARNO DIST GUMLA | GUMLA | JHARKHAND | +0.00% | ₹74.6 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical BIJAY KUMAR LOHARDAGA | LOHARDAGA | JHARKHAND | - | - | - | Rejected-Technical L.-20 |
| 4 | Rejected-Technical BARA DURGA MANDIR ROAD GUMLA | GUMLA | JHARKHAND | 835203 | - | - | - | Rejected-Technical L.-20 |
| 5 | Rejected-Technical AARANGI BLOK GHEGHRA DISTT CINLA | - | - | - | Rejected-Technical L.-20 |
Tender Value
₹74.6 L
EMD Value
₹1.5 L
Closing Date
30 Mar 2026, 3:30 pmClosed
EXECUTIVE ENGINEER,M.I.DIV. GUMLA
EXECUTIVE ENGINEER, M.I.DIV. GUMLA.
Renovation, Levelling, and Height of boundry wall and Construction of drain at Ranhe Playground. Block- Ghaghra,Dist.-Gumla.
2026_WRD_111832_1
MID/GUMLA/F2-32/25-26
Open Tender
Civil Works
90 days
GUMLA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.5 L
12 May 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment /dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. 3.03 (R.C.D.) | |||||
| 2Loosening, leveling and compacting orinal ground supporting embankment to facilitate placement of first layer of embankment , scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for emabakment construction. 3.20 case ii (R.C.D.) | |||||
| 3Stripping of top Soil from Borrow areas located in agriculture fields, storing at a suitable place, spreading and re-laying after taking the borrow earth to maintain fertility of the agricultural field, finishing it to the required levels and satisfaction of the farmer. 3.22 ( R.C.D.) | |||||
| 4Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) 5.3.10. (B.C.D.) | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.3.17.5. (B.C.D.) | |||||
| 6Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts 5.3.17.6. (B.C.D.) | |||||
| 7Providing designation 75 B brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. 5.2.14. (B.C.D.) | |||||
| 8Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 5.3.11. (B.C.D.) | |||||
| 9Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.3. (B.C.D.) | |||||
| 10Finishing walls with Acrylic Smooth exterior Paint of required shade New work(Two or more coats applied @1.67 ltr/10 sqm over and including priming coat of exterior primer applied @2.20 kg/10 sqm) 13.47.1. (D.S.R.) | |||||
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