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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC ASANI KHURD TAPEJ CHATRA JHARKHAND | CHATRA | JHARKHAND | 825103 | L1 | Accepted-AOC L1 | |
| 2 | L2₹38.1 L+₹2.1 L (5.94%)Rejected-AOC AT DAHIYARI P O PARASHANI P S NAWADIH DHANBAD | DHANBAD | DHANBAD | JHARKHAND | 828403 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical GRAM BADAGAON THANA TANDAWA DISTT CHATRA 825321 | CHATRA | JHARKHAND | 825321 | - | Rejected-Technical NR |
Tender Value
₹38.1 L
EMD Value
₹76,300
Closing Date
25 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, R.D.SPL.DIVISION, CHATRA
EXECUTIVE ENGINEER, R.D.SPL.DIVISION, CHATRA
RDD/SD/CHATRA/04/2026-27/Gr_1 Construction of Guardwall Near Morsherwa Mandir Campus, Nawadih at Gp-Nawadih Damol, Block-Pathalgadda.
2026_RDSPL_113044_1
RDD/SD/CHATRA/04/2026-27/Gr_1
Open Tender
Civil Works
Percentage
90 days
PATHALGADA
PLEASE REFER TENDER DOCUMENT
2 documents required · 2 mandatory
₹5,000
₹76,300
14 Oct 2026
17 Apr 2026
27 Apr 2026
17 Apr 2026
25 Apr 2026
17 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 | G.WALL-E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material.
S.O.R. Item No. 3.13 (i) B26:J26 | - | cum | - | - |
| 2 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203of pcc M15. S.O.R. Item No. 12.08 A case II | - | cum | - | - |
| 3 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203
Random Rubble Masonary in C.M. (1:3) in foundation
S.O.R. Item No. 12.7 (b) | 1 | cum | - | - |
| 4 | Stone masonry in cement mortar for in Random Rubble Masonry (1:3) substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 item no- 13.04(A) | - | cum | - | - |
| 5 | Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications.
(P.C.C. Grade M-15)
S.O.R. Item No.13.05 A(p) | 1 | cum | - | - |
| 6 | Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing and technical specification Clauses 614, 709, 1204. item no- 15.14 | - | Nos. | - | - |
| 7 | Pointing with cement mortar 1:3 for sub structure as per technical spcification .item no - 13.02 | - | cum | - | - |
| 8 | Boulder Apron Laid in Wire Crates.
Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 40 kg each.
S.O.R. Item No. 16.02 | - | cum | - | - |
| 9 | CARRIAGE OF MATERIALS
Cement | - | MT | - | - |
| 10 | Sand | 1 | cum | - | - |
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finance_152626.pdf
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