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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-AOC CHAIBASA PASHCHIMI SINGHBHUM | ₹6.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.2 LRejected-Finance | ₹6.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹6.8 LRejected-Finance | ₹6.8 L | L3 | Rejected-Finance L3 |
Tender Value
₹7.1 L
EMD Value
₹14,236
Closing Date
18 Mar 2026, 5:00 pmClosed
DISTRICT ENGINEER
ZILA PARISHAD CHAIBASA
CONSTRUCTION OF 500 FT PCC ROAD AT GRAM PATAHATU MIDDLE SCHOOL TO SOMNATH SINKU GHAR TK PANCHAYAT KHANDKHORI KUMARDUNGI BLOCK HATGAMHARIYA WEST SINGHBHUM DISTRICT
2026_ZPWSS_111165_1
ZP/CHAIBASA/08/2025-26 Gr-22
Open Tender
Civil Works
60 days
KUMARDUNGI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
Yes
₹14,236
Yes
4 Jun 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
18 Mar 2026
11 Mar 2026
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area as per Technical specification clause 201.
Loosening, 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.as per Technical specification clause 305.3.4 case -II
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.
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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 with Grading-I Material
Providing and laying in position cement concrete of specified grade excluding the cost of centering, shuttering . All work up to plinth level. 1:1.5:3 (1 cement : 1.5 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.
Supplying and laying seperation membrane of impermeable plastic sheeting 125 micron thick all complete job.
Carriage of materials Sand
Cement
Stone chips
Stone chips
Stone chips
Stone chips
Stone chips
Labour Cess 1%
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