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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹97.1 LAccepted-AOC HAMIDEGANJ DALTONGANJ PALAMU | DALTONGANJ | PALAMU | JHARKHAND | ₹97.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹97.3 LRejected-Finance RAJ NAGAR NEAR DURGA GARAGE DALTONGANJ PALAMU | PALAMU | JHARKHAND | 822101 | ₹97.3 L | L2 | Rejected-Finance NON RESPONSIVE |
| 3 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 4 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
| 5 | Rejected-Technical | - | - | Rejected-Technical NON RESPONSIVE |
Tender Value
₹97.4 L
EMD Value
₹1.9 L
Closing Date
25 Apr 2026, 5:00 pmClosed
EE RDSD LATEHAR
EE RDSD LATEHAR
CONSTRUCTION OF 4 SPAN BRIDGE IN VILL -KUTMU, NEAR SHIV MANDIR KUTMU SARAIDIH PATH, BLOCK BARWADIH, DISTRICT -LATEHAR
2026_RDSPL_112977_1
EE/RDSD/LATEHAR/01/2026-27
Open Tender
Civil Works
240 days
LATEHAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹1.9 L
Yes
30 May 2026
16 Apr 2026
27 Apr 2026
16 Apr 2026
25 Apr 2026
16 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 | Item Code |
|---|---|---|---|---|---|---|
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.
oridinary soil 30% | - | M3 | - | - | BI01010001010000000000000515BI0100001113 | |
Soft Rock 70% | 1 | M3 | - | - | BI01010001010000000000000515BI0100001114 | |
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. | - | M3 | - | - | BI01010001010000000000000515BI0100001115 | |
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
PCC Grade M20 | 1 | M3 | - | - | BI01010001010000000000000515BI0100001116 | |
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications.
PCC Grade M20 | 1 | M3 | - | - | BI01010001010000000000000515BI0100001117 | |
Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. | - | No. | - | - | BI01010001010000000000000515BI0100001118 | |
Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications | - | M3 | - | - | BI01010001010000000000000515BI0100001119 | |
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.
RCC Grade M25 Using Batching Plant, Transit Mixer and Concrete Pump | - | M3 | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications | - | M3 | - | - | BI01010001010000000000000515BI0100001121 | |
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. | - | M | - | - | BI01010001010000000000000515BI0100001122 |
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