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Southern Railway Tender

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Provision Of Dual Detection With High Availability Single Section Digital Axle Counter (hassdac) In 35 Block Sections Palakkad Division Over Southern Railway

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Dy CSTE/P/PTJ acting for and on behalf of The President of India invites E-Tenders against Tender No SG_PROJ_HASSDAC_PGT_2020 Closing Date/Time 04/07/2020 14:00 Hrs. Bidders will be able to submit their original/revised bids upto closing date and time only. Manual offers are not allowed against this tender, and any such manual offer received shall be ignored. Contractors are allowed to make payments against this tender towards tender document cost and earnest money only through only payment modes available on IREPS portal like net banking, debit card, credit card etc. Manual payments through Demand draft, Banker cheque, Deposit receipts, FDR etc. are not allowed. 1. NIT HEADER Name of Work Provision of Dual Detection with High Availability Single Section Digital Axle Counter (HASSDAC) in 35 Block sections Palakkad Division over Southern Railway Bidding type Normal Tender Tender Type Open Bidding System Two Packet System Tender Closing Date Time 04/07/2020 14:00 Date Time Of Uploading Tender 10/06/2020 13:46 Pre-Bid Required No Pre-Bid Query Date Time Not Applicable Advertised Value 106888330.31 Tendering Section TENDER Bidding Style Single Rate for Each Schedule Item Bidding Unit Earnest Money (Rs.) 684500.00 Validity of Offer ( Days) 60 Tender Doc. Cost (Rs.) 11200.00 Period of Completion 12 Months Contract Type Works Contract Category Expenditure Bidding Start Date 20/06/2020 Are Joint Venture (JV) firms allowed to bid Yes Ranking Order For Bids Lowest to Highest Expenditure Type Capital (Works) 2. SCHEDULE S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit Schedule 01-SCHEDULED-A 18534445.51 01 Please see Item Breakup for details. 13238889.65 40.00 18534445.51 Above/ Below/Par Description:- SOR ITEM S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit Schedule 02-SCHEDULE -B 88353884.80 02 Please see Item Breakup for details. 88353884.80 AT Par 88353884.80 Above/ Below/Par Description:- NON SOR ITEM 3. ITEM BREAKUP Schedule Schedule 01-SCHEDULED-A Item- 01 SOR ITEM S No. Item No Description of Item Unit Qty Rate Amount 1 011010 Excavation of cable trench in all kinds of soil except hard rocky areas including clearing of roots of trees, rocks, bushes etc. to a depth of 1.0 Mtrs and to a width of 0.3 Mtrs. Laying of cables is not included in this schedule. Metre 59500.00 34.65 2061675.00 Page 1 of 12 Run Date/Time: 10/06/2020 13:46:59 SR-PROJECT-PTJ-S AND T/SOUTHERN RLY TENDER DOCUMENT Tender No: SG_PROJ_HASSDAC_PGT_2020 Closing Date/Time: 04/07/2020 14:00 2 011040 Removing/breaking of existing RCC slabs on the Passenger Platform, trenching to a depth of 0.6m to accommodate the additional cables, replacing the slabs removed after the cables are laid and replastering with cement mortar, refilling the trench by ramming and consolidating it as per the instructions of Railway Representatives at site. Laying of cables is not included in this schedule. [Cement, river sand and all other miscellaneous materials required for the work shall be supplied by the Contractor]. Metre 390.00 169.95 66280.50 3 011050 Excavation of trench along route of existing cable duct, opening the slabs to accommodate additional cable laying, REPOSITIONING the slabs removed after the cables are laid and PLASTERING with cement mortar, and refilling the trench by ramming and consolidating it as per the instructions of Railway Representatives at site. (Laying of cables is not included in this schedule.) [Cement, river sand and all other miscellaneous materials required for the work shall be supplied by the Contractor]. Metre 40.00 116.70 4668.00 4 011060 Excavation of trench to a depth of 1 Mtr. for track crossing of cables, laying of DWC/ RCC pipes with collar/coupling, refilling of trench by ramming and consolidating it as per the instructions of Railway representative at site. During excavation of trench it has to be ensured that the excavated soil does not mix with the ballast available. Th

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