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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | ₹12.2 L | L1 | Accepted-AOC lowest rate |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
| 3 | Rejected-Technical VILL KISHTOPUR PO ISLAMPUR PS BARHARWA SAHIBGANJ JHARKHAND 816101 | KISHTOPUR | SAHIBGANJ | JHARKHAND | 816101 | - | - | Rejected-Technical HIGH RATE |
| 4 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
| 5 | Rejected-Technical KOTALPOKHAR SAHEBGANJ | SAHEBGANJ | JHARKHAND | - | - | Rejected-Technical HIGH RATE |
Tender Value
₹12.4 L
EMD Value
₹24,900
Closing Date
14 Mar 2026, 5:00 pmClosed
E.E. R.D.Spl. Division, Sahibganj
E.E. R.D.Spl. Division, vikas bhawan, Sahibganj
Construction of PCC road and guard wall for security from main road to Ahmed Ali s house in Panchayat Hastipada, village Juhibona., Under Block- Barharwa, Dist- Sahibganj
2026_RDSPL_110934_1
RDSpl/SAHIBGANJ/19/2025-26 GR15
Open Tender
Civil Works
90 days
Under Block- Barharwa, Dist- Sahibganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,500
₹24,900
23 May 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
14 Mar 2026
7 Mar 2026
Granular Sub base with coarse graded material (Table 400-2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place mithoe with rotavatory at OMC, and compacting with vibratory roller to achieve the desire density, complete as per clause 401) for Grading-ii Material.
Providing RCC M 20 in nominal mix (1:1.5:3) in Foundation with approved quality of stone chips 20mm to 6mm size graded and clean course sancl of F.M 2.5 to 3 including screening, Mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per specification and direction Engineer-in-charge
Providing shuttering including stretting propinng etc and its removal after use in foundation as per …do…do
Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I.
Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
Providing 25mm thick 2nd class patent stone flooring (1:3:5) with 12mm, to 6mm size graded stone chips and top layer 6mm. Thicks (1:3) with 6mm down stone chips, in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royality with all complete as per building specification and direction of E/I.
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).
roviding randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
Providing 25mm thick cement plaster (1:4) 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.
Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume)
i) Cement from 10 km
ii) Sand lead 2+65km
iii) Stone chips 2+15km
iv) Earth lead 1 km
v) Dust (Aggregate for GSB) 2+15km
vi) Boulder
Good and Services Taxes @ 18%
Labour Cess @ 1%
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