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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical AT B2 509 BHOOMERANG OFF CHANDIVALI FARM ROAD CHANDIVALI ANDHERI C MUMBAI 400072 | MUMBAI SUBURBAN | MAHARASHTRA | 400072 | Accepted-Technical technically qualified |
| 2 | Accepted-Technical 2ND AND 3RD FLOOR WZ92C RAJA GARDEN RING ROAD NEW DELHI 110015 | WEST | DELHI | 110015 | Accepted-Technical technically qualified |
| 3 | Not Admitted-Fee/PreQual/Technical CHOWPATTY CHAMBERS SANDHURST BRIDGE MUMBAI MAHARASHTRA 400007 | MUMBAI | MAHARASHTRA | 400007 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹13.8 Cr
EMD Value
₹27.7 L
Closing Date
7 Mar 2026, 12:00 pmClosed
SE MGCCC-1, MEERUT
OFFICE OF SE MGCCC-1, MEERUT
04/SE/MRT/2025-26(LOT01)
2026_UPIDC_1108348_2
04/SE/MRT/2025-26
Open Tender
Civil Works
Item Rate
100 days
BIJNOR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹27.7 L
11 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork from borrow pits over existing embankment or for repairs to embankment as per profile.(Earth work in filling in oridinary soil including carriage of earth 7.00 km , levelling , dressing , compaction etc. complete. Per Cum) | 8,837.68 | Cum | - | - |
| 2 | Earthwork from borrow pits over existing embankment or for repairs to embankment as per profile .(Earth work in Foundation in dry soil (Loam clay or sand) including lift up to 1.5 M and lead up to 30 m and including back filling,watering and ramming of excavated earth.) | 500 | Cum | - | - |
| 3 | Supply of Non Woven Geotextile of 400 GSM. | 18,910.1 | Sqm | - | - |
| 4 | Supply of Articulating block Bidirectional connected with unidirectional concrete Lining Fabric Form/Geotextile Matress Grouted with cement mortar.AB mattress have from narrow breakable necks connecting one block to another and AB mattress have unidirectional rope with uniform concreting (as per technical specification enclosed). Material shall be procured directly.Proof of manufacturing facilities with photos and copies of relevant industrial permissions/license to be submitted along with bills/tender as documentary evidence. | 19,299 | Sqm | - | - |
| 5 | Installation and placement of Articulating block grout filled mattress. | 19,299 | Sqm | - | - |
| 6 | Providing,Supplying and pouring of grout in Articulating Block grout filled mattress,mix shall exhibit a minimum compressive strength of 20 N/mm at 28 days,when made and tested in accordance IS:516. The sand/cement ratio shall be detemined by mix design and flow of grout using (Flow Cone Method) as per the directions of Engineer-in-Charge. | 3,911.2 | Cum | - | - |
| 7 | Providing and laying of plain cement concrete M-15 grade for anchor as per approved drawings or as per the directions of Engineer-in-Charge. | 880 | Cum | - | - |
| 8 | Construction of temporary shed of two roof with mud plinth of 0.45 m height above ground level with Bhaluka bamboo post 1.5 m apart driven at least 0.75 m below ground and height above plint 2.5m. Split Jatti bamboo wall mud plastering white washing 2 coats,10 cm thick touch roofing over bamboo rua frame placing at 0.15 m clear apart fitted with bamboo kamies from binding doors and windows with Bamboo Chattai strengthening with Bamboo frame binding with wire etc complete as directed. | 2 | Nos | - | - |
| 9 | Supply and installation of end bearing active anchors (Type-Anchor-2.0MT capacity) and of minimum length 3.0m,made out high tensile cables as per approved drawings or as per the directions of Engineer-in-Charge. | 587 | Nos | - | - |
| 10 | Divers for underwater installation of Articulating Block Mattress below LWL in no of days and rate per day. | 24 | Days | - | - |
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