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Eastern Railway Tender

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Open E-tender For Shed & Other Infrastructure Facilities For 140t Bd Crane At Sahibganj under Aen/er/sahibganj.

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ADRM/Malda acting for and on behalf of The President of India invites E-Tenders against Tender No 98-MLDT-20-21 Closing Date/Time 07/08/2020 15:30 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 Open e-tender for Shed & other Infrastructure Facilities for 140T BD Crane at Sahibganj under AEN/ER/Sahibganj. Bidding type Normal Tender Tender Type Open Bidding System Single Packet System Tender Closing Date Time 07/08/2020 15:30 Date Time Of Uploading Tender 16/07/2020 15:57 Pre-Bid Required No Pre-Bid Query Date Time Not Applicable Advertised Value 10150510.80 Tendering Section CIVIL Bidding Style Single Rate for Each Schedule Bidding Unit Earnest Money (Rs.) 200800.00 Validity of Offer ( Days) 45 Tender Doc. Cost (Rs.) 5000.00 Period of Completion 9 Months Contract Type Works Contract Category Expenditure Bidding Start Date 24/07/2020 Are Joint Venture (JV) firms allowed to bid No 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 A-Non-schedule items. 97692.65 Above/ Below/Par 1 Please see Item Breakup for details. 97692.65 AT Par 97692.65 Description:- Non-schedule items S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit Schedule B1-Items of USSOR-2011 3113759.68 Above/ Below/Par 2 Please see Item Breakup for details. 2306488.65 35.00 3113759.68 Description:- Miscellaneous S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit Schedule B2-Items of USSOR-2011 355455.56 Above/ Below/Par 3 Please see Item Breakup for details. 288753.50 23.10 355455.56 Description:- Cement S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit Schedule B3-Items of USSOR-2011 6583602.91 Above/ Below/Par 4 Please see Item Breakup for details. 5230478.20 25.87 6583602.91 Description:- Steel 3. ITEM BREAKUP Schedule Schedule A-Non-schedule items. Item- 1 Non-schedule items S No. Item No Description of Item Unit Qty Rate Amount Page 1 of 15 Run Date/Time: 16/07/2020 15:57:56 MALDA DIVISION-ENGINEERING/EASTERN RLY TENDER DOCUMENT Tender No: 98-MLDT-20-21 Closing Date/Time: 07/08/2020 15:30 1 1 Grouting of MCI insert by epoxy resin with hardner quantity 840 Aerolite GU-257 and quartz sand (all to be made by weight in the ratio of 1:2:7) respectively including making holes and in bed block of size 65 mm dia and 110 mm deep drying the holes with blow lamp with all labours, materials, tools and plants and other accessories as required to keep the MCI inserts in proper level and alignment as per direction of engineer at site. Only MCI inserts will be supplied by the Railway free of cost. Each 88.00 187.03 16458.64 2 2 Making leveling course on bed block 25 mm thick (Average) EPOXY resin mortar Hardner HY 840 Aradite GY 257 and quartz sand (All to be mixed by weight in the ratio 1:2:10 respectively in proper shape and size including chipping of concrete to make the surface of bed block rough, cleaning the same properly with wire brush, drying bed with blow lamp before putting epoxy mortar with all labours, materials, tools and plants as necessary to complete the work in all respect as per direction of engineer at site. No materials will be supplied by the Railway under this item. Sqm 7.04 5914.86 41640.61 3 3 Grouting by EPOXY resin Hardner HY 840 / HY 951 Aradite GY 257 (HUNTSMAN or CICA) all to be mixed by weight in thr ratio (1:2) respective under pressure

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