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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC | ₹6.7 L | L1 | Accepted-AOC lowest rate |
| 2 | Rejected-Technical VILL KISHTOPUR PO ISLAMPUR PS BARHARWA SAHIBGANJ JHARKHAND 816101 | KISHTOPUR | SAHIBGANJ | JHARKHAND | 816101 | - | - | Rejected-Technical HIGH RATE |
Tender Value
₹6.9 L
EMD Value
₹13,800
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 from Main Road to House of Intajul Sekh with Road Protection of Gaurdwall At- Aahuttgram in GP Aahuttgram, under Barharwa block, Dist- Sahibganj
2026_RDSPL_110890_1
RDSpl/SAHIBGANJ/19/2025-26 GR06
Open Tender
Civil Works
90 days
Under Block- Barharwa, Dist- Sahibganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
₹13,800
23 May 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
Clearing and Grubbing Road land (Clearing and Grubbing Road land including uprroting rank vegetation, grass, bushes, shrubs, sapling and trees grith up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness
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
Filling in foundation trenches and pinth in layers not exceeding 150mm tick well watered, rammed, fully compacted and fine cressed with earth obtained from excavation foundation treches within a alead of 50M and lift of 1.5 mm. All complete as per building dpecification and direction of E/I (Mode of measurement compacted volume). (Final Filling)
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)
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering ground level level P.C.C M-200 (1:1.5:3)
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 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)
Carriage of Material 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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