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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.9 CrAccepted-Finance | ₹9.9 Cr | L1 | Accepted-Finance Technically qualified and evaluated by eprocurement site |
| 2 | L2₹9.9 CrAccepted-Finance | ₹9.9 Cr | L2 | Accepted-Finance Technically qualified and evaluated by eprocurement site |
| 3 | Rejected-Technical | - | - | Rejected-Technical Non-submission of EMD |
Tender Value
Refer Docs
EMD Value
₹10.0 L
Closing Date
31 Mar 2025, 10:20 amClosed
Executive Engineer, Sangram division, PWD
O/o EE, Sangram division, PWD, Kurung Kumey District, A.P. Sangram
C/o Road from Langro to Riyup to connect Nyobia CO Circle HQ at Langrh, Kurung Kumey District AP (Phase-I)
2025_PWDAP_2335_1
SGMD/e-NIT/W-44/SGD/2024-25/21
Open Tender
Civil Works
Item Rate
1095 days
Langro, Nyobia circle Kurung Kumey District
Tender fee and EMD
4 documents required · 4 mandatory
₹10,000
EE PWD Sangram Division
₹10.0 L
Yes
31 Mar 2025
17 Mar 2025
31 Mar 2025
17 Mar 2025
31 Mar 2025
17 Mar 2025
17 Mar 2025 - 27 Mar 2025
Amount
SH:I: Jungle clearance
Clearing and grubbing road land including uprooting wild grss,bushes,shrubs,saplings and and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per techinicalspecification Clause201.By manual means. ( In area of thorny jungle ) ( Ref Items :- 2.3 ) (i)B
SH:II: Formation Cutting
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
SH:III: Pavement
GSB: Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.) for grading- I Material
SH:IV: Cross Drainage
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring etc. Ordinary soil Manual Means upto 3 m depth
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominaletc.
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, etc.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
Ms Buru Enterprises (BID ID -7109)
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