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South East Central Railway

Nagpur, Maharashtra

  • Opening Date

    10 Jul 2019

  • Closing Date

    31 Jul 2019

  • Tender Amount

    ₹ 3,70,68,351

  • EMD

    ₹ 3,35,300

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Summary

Provision Of 3.00 Meter Wide Foot Over Bridge At Jatkanhar Station.

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ADRM acting for and on behalf of The President of India invites E-Tenders against Tender No E-21-NGP-2019-20 Closing Date/Time 31/07/2019 15:00 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 3.00 meter wide Foot Over Bridge at Jatkanhar station. Bidding type Normal Tender Tender Type Open Bidding System Single Packet System Tender Closing Date Time 31/07/2019 15:00 Date Time Of Uploading Tender 10/07/2019 12:44 Pre-Bid Required No Pre-Bid Query Date Time Not Applicable Advertised Value 37068351.97 Tendering Section OSTENDER E Bidding Style Single Rate for Each Schedule Bidding Unit Earnest Money (Rs.) 335300.00 Validity of Offer ( Days) 45 Tender Doc. Cost (Rs.) 10000.00 Period of Completion 8 Months Contract Type Works Contract Category Expenditure Bidding Start Date 17/07/2019 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-Chapter 1 to 25 of USSOR-2010 (Except item No.252030 to 252060 and 252260 to 252290 of chapter 25, 033060 to 033064 of chapter 03, 045016 of Chapter- 04 (Supply of TMT bars) chapter 8 (Steel structure works)(The following quantities and items of USSOR-10 are approximate and may varied as per site condition). 6351641.61 Above/ Below/Par 1 011011 1450.00 cum 88.16 127832.00 6.00 135501.92 Item Description:- Earth work in excavation as per approved drawings and dumping at embankment site or spoil heap, within railway land, including 50m lead and 1.5m lift, the lead to be measured from the centre of gravity of excavation to centre of gravity of spoil heap: the lift to be measured from natural ground level and paid for in layers of 1.5m each, including incidental work, as per specifications-in All kinds of soils 2 012010 1450.00 cum 9.20 13340.00 6.00 14140.40 Item Description:- Extra over item 011010 for excavation in foundations for buildings and bridges to cover dressing to neat dimension and plumbing sides etc. Note : Dressing under this item is payable for the total quantity of excavation in foundation and not partly 3 031024 130.00 cum 1792.28 232996.40 6.00 246976.18 Item Description:- Providing and laying cement concrete, up to plinth in retaining walls, walls (any thickness) including attached plasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc, excluding the cost of cement and of shuttering, centering. 1:1.5:3 (1cement : 1.5 sand : 3 graded stone aggregate 20mm nominal size) 4 041011 562.63 cum 1974.71 1111031.09 6.00 1177692.96 Item Description:- Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge All work upto plinth level, including raft foundation of washable aprons, HS tank, pile cap, footings of FOB, and Platform shelter etc. 5 041012 433.88 cum 2185.37 948188.34 6.00 1005079.64 Item Description:- Providing and laying in position M 20 Grade concrete for reinforced concrete structural elements but excluding cost of centering, shuttering, reinforcement and Admixtures in recommended proportion (as per IS:9103) to accelera

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