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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-I₹1.1 CrAccepted-Finance BARORA P O NAWAGARH DIST DHANBAD DHANBAD DHANBAD 828306 JHARKHAND INDIA | DHANBAD | JHARKHAND | 828306 | ₹1.1 Cr | L-I | Accepted-Finance Accepted as L-I |
| 2 | L-II₹1.1 CrRejected-Finance BALIAPUR DHANBAD | DHANBAD | JHARKHAND | 818142 | ₹1.1 Cr | L-II | Rejected-Finance L-II |
| 3 | L-III₹1.3 CrRejected-Finance ADARSH NAGAR HIRAPUR DHANBAD | DHANBAD | DHANBAD | JHARKHAND | ₹1.3 Cr | L-III | Rejected-Finance L-III |
Tender Value
₹1.3 Cr
EMD Value
₹1.7 L
Closing Date
16 Sept 2022, 4:00 pmClosed
General Manager(Ws./WD)
Office of General Manager, Washery Division,Saraidhela,828127
Construction of PCC/ RCC Road/ Pavement
2022_BCCL_254472_1
BCCL/WD/ACE/Ten/MND/22-23/ 13
Open Tender
Civil Works - Roads
Item Rate
90 days
Moonidih Coal Washery
As per nit
5 documents required · 5 mandatory
₹1.7 L
26 Oct 2024
27 Aug 2022
19 Sept 2022
29 Aug 2022
16 Sept 2022
29 Aug 2022
29 Aug 2022 - 5 Sept 2022
Amount
Excavation in soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres.(Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines,grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Construction of Subgrade : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 : By vibratory roller
By Mix in place method: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
Dry lean cement concrete Sub-base Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC grade M15 height upto 5m.
Supplying,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
Construction of Shoulders: A.) Earthen Shoulders
Filler joint Providing and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specifications.
Filler joint providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight
Separation membrane of impermeable plastic sheeting 125 micron thick
Total impact of GST for the purpose of CTC
MAN MOHAN GROVER
M/S DAROGA PRADHAN
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