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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.2 LAccepted-AOC NA | ₹27.2 L | L1 | Accepted-AOC OK |
| 2 | L2₹28.2 LRejected-AOC | ₹28.2 L | L2 | Rejected-AOC OK |
| 3 | L3₹30.2 LRejected-AOC | ₹30.2 L | L3 | Rejected-AOC OK |
| 4 | L4₹31.6 LRejected-AOC ALAUJA KHURD ICHAK HAZARIBAG JHARKHAND | ₹31.6 L | L4 | Rejected-AOC OK |
| 5 | L5₹33.7 LRejected-AOC | ₹33.7 L | L5 | Rejected-AOC OK |
Tender Value
₹38.3 L
EMD Value
₹76,700
Closing Date
5 Jan 2026, 5:00 pmClosed
EE RDSD HZB
EE RDSD HZB
Construction of guard wall on both side of Ahribari road at Village Chedra under Block Bishnugarh
2025_RDSPL_108318_1
RDSPL/SD/HZB/32/2025-26
Open Tender
Civil Works
91 days
BISHNUGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹76,700
16 Apr 2026
29 Dec 2025
6 Jan 2026
29 Dec 2025
5 Jan 2026
29 Dec 2025
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 and backfilling with approved material.
Sand Filling in foundation trenches as per drawing & technical specification
Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. Grade-M15
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Random Rubble Masonry (Coursed/uncoursed)
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specificationsPCC Grade M15 using batching plant & concrete pump
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.
Plastering with cement mortar (1:4), 25 mm thick on brick or stone masonary work in substructure as per technical specification and clauses 613.4 & 1204 S.O.R. Item No.5.7.10 (B.C.D.)
Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. ITEM NO. 3.20.3.4.case (ii) RDD
Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.16 RDD
Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR. ITEM NO. 3.18 RDD
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR. ITEM NO.4.01 B (i) RDD Grading-IMaterial
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete
Carriage: Cement
Chips
Boulder
Metal
Goods & Services Tax (G.S.T.) - 18%
Labour Cess - 1%
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