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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrQualified | ₹2.8 Cr | L1 | Qualified MII |
| 2 | L2₹2.9 Cr+₹6.3 L (2.23%)Qualified | ₹2.9 Cr+₹6.3 L (2.23%) | L2 | Qualified MII |
| 3 | Disqualified | - | - | Disqualified MII |
| 4 | Disqualified 126A GANDHI NAGAR JAMMU JAMMU JAMMU JAMMU KASHMIR 180004 | JAMMU | JAMMU AND KASHMIR | 180004 | - | - | Disqualified MII |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
21 Oct 2022, 3:00 pmClosed
Ready Mix Concrete
3879610
GEM/2022/B/2621656
PCC 1 isto 4 isto 8,PCC 1 isto 3 isto 6,M 20 Grade,M 25 Grade
155 days
Andaman And Nicobar Islands; South Andamans
Total value wise evaluation
BOQ
7 documents required · 7 mandatory
3 yrs
₹70 L
₹11 Cr
30%
₹1.4 L
27 Oct 2022
10 Oct 2022
21 Oct 2022
| Item No | Item Title | Description | Qty | Unit | Consignee | Delivery (days) | Spec |
|---|---|---|---|---|---|---|---|
| 1 | PCC 1 isto 4 isto 8 | Plain Cement Concrete should be in ratio of 1 part cement isto 4 part sand and 8 part stone aggregate 40 mm full stop minimum cement content should be 165 kg per cubic meter and fresh OPC 43 Grade cement should be used and PCC should be transported in transit mixture at site full stop more over maximum free water cement ratio should be in the range of 0 point 35 to 0 point 45 full stop specification of RMC should be as per IS 456 and specification of stone metal shall be as per table 1000 dash 1 of MORTH specification for road bridge works fifth revision and cement should conform to IS 269 isto 2015 | 163 | Cum | ANDAMAN | 155 | - |
| 2 | PCC 1 isto 3 isto 6 | Plain Cement Concrete should be in ratio of 1 part cement isto 3 part sand and 6 part stone aggregate 40 mm full stop minimum cement content should be 220 kg per cubic meter and fresh OPC 43 Grade cement should be used and PCC should be transported in transit mixture at site full stop more over maximum free water cement ratio should be in the range of 0 point 35 to 0 point 45 full stop specification of RMC should be as per IS 456 and specification of stone metal shall be as per table 1000 dash 1 of MORTH specification for road bridge works fifth revision and cement should conform to IS 269 isto 2015 | 831 | Cum | ANDAMAN | 155 | |
| 3 | M 20 Grade | The Grade of Concrete Mix should be M 20 which should give a compressive strength of 20 Mega Pascal after curing of 150 mm cube for 28 days full stop minimum cement content should be 348 kg per cubic meter and maximum free water cement ratio should be 0 point 35 and grade of cement should be Fresh OPC 43 grade conforming to IS 269 isto 2015 full stop the specification of stone chips shall be as per table 1000 dash 1 of MORTH specification for road bridge works fifth revision and specification of RMC should be as per IS 456 full stop the delivery at site should be with Concrete pump set with pipe | 139 | Cum | ANDAMAN | 155 | - |
| 4 | M 25 Grade | The Grade of Concrete Mix should be M 25 which should give a compressive strength of 25 Mega Pascal after curing of 150 mm cube for 28 days full stop minimum cement content should be 404 kg per cubic meter and maximum free water cement ratio should be 0 point 35 and grade of cement should be Fresh OPC 43 grade conforming to IS 269 isto 2015 full stop the specification of stone chips shall be as per table 1000 dash 1 of MORTH specification for road bridge works fifth revision and specification of RMC should be as per IS 456 full stop the delivery at site should be with Concrete pump set with pipe. | 878 | Cum | ANDAMAN | 155 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
bid_3879610.pdf
GEM_BID
specification-of-rmc_2022-10-10-14-52-48_aae3510bedfaca6561eb432e1d99502e.pdf
BOQ
boq_item_sample_file-10_2022-10-10-14-52-48_46910b993ea180605b48ca7f70d334a5.csv
BOQ
ATC_4b1de541-61d9-48e8-84771665396322344_AAO46BRTF.docx
OTHER
gtc.pdf
OTHER
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