Construction And Dismantling Of Temporary Light Vehicle And Steel Pile Girder Bridges At Different Places In Distt . Haridwar Under Kumbh Mela-2021

Tender Notice

24105117
Construction And Dismantling Of Temporary Light Vehicle And Steel Pile Girder Bridges At Different Places In Distt . Haridwar Under Kumbh Mela-2021
Indian
Uttaranchal
01-04-2020
18-04-2020
18-04-2020

Tender Details

Construction And Dismantling Of Temporary Light Vehicle And Steel Pile Girder Bridges At Different Places In Distt . Haridwar Under Kumbh Mela-2021

Corrigendum Details

Sr No CorrigendumDate Description Submission Date
1 01-04-2020 Date Extended 18-04-2020

Key Value

Document Fees
INR 5900 /-
EMD
INR 6400000.00 /-
Tender Value
INR 32 Crore /-

Attachment

FileName File Description File Size
4EF128C7-BDE1-4EA3-B231-1A7230951216.html Tender Notice-Tender Notice 0
Tendernotice_1.pdf Tender Document-Tender Notice 1181.37
Bidding_Document_tempBridges.pdf Tender Document-Bid Document 6738.63
BOQ_27858.xls Tender Document-BOQ 288.50

Other Information

Attachments
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BOQ Items

Name of Work : Construction and dismantling of temporary light vehicle and steel pile girder bridges at different places in distt. Haridwar under Kumbh Mela-2021
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Supply and fabrication of steel truss bridge and steel pile foundation as per detailed drawing including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge and one coat of approved quality anticorrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing. Required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job,. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. 3390.48 MT
2 2 Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant) and approved by the engineer-in-charge. Service bolts shall be used of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-in-charge. 1887.52 MT
3 3 Driven / Re-driven Vertical Steel Piles complete as per Drawing and & Technical Specification - H Section steel column ISMB 600 x 210 mm or equivalent, including Vibro Hammer and other T&P required for proper completion of work as per direction of engineer incharge. 10850 Rm
4 4 Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level including dismembering, all materials, labour and T&P etc. required for proper dismantling as per direction of Engineer-in-charge, as per Technical Specification Clause 202. \n\n 1922.47 MT
5 5 Cartage of material from bridge site to Stock Yard Laljiwala including loading, unloading and stacking of material as per direction of engineer in charge 3397.93 MT
6 6 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. 732.6 Cum
7 7 Providing and Laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 kg/10sqm) conforming to IS 280 and IS 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications clause 1301 1458 Cum
8 8 Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 4457.91 Cum
9 9 Brick on edge over brick on face pavement with straight overburnt bricks including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work. 4389 Sqm
10 10 Painting on Steel Surfaces Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 4119.84 Sqm
11 11 Providing a maintenance team consisting 1 No. Diesel Generator Set, 1 No. tractor trolly ( along with operator/ driver and fuel), 1 No. welding machine set, one welder, 2 semi skilled mazdoor for 24 hrs ready for repair and maintenance of Temporary steel bridges as and when required in Kumbh mela area (1 day= 24 hrs taken) 50 Day
12 12 Construction of embankment with approved materials deposited at site\nfrom roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables\n300.1 and 300.2 as per Technical Specification Clause 301.5 732.6 Cum
13 13 Plain/reinforced cement concrete in substructurecomplete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 Nominal mix (1:2:4) upto 5m height 46.4 Cum
14 14 HP stone filling in MS crate for bridge abutment and peirs including supply of all material, labour, T&P etc. required for proper completion of the work as per direction of Engineer-in-charge. 533.58 Cum
15 15 Placing of MS crate for temporary bridge abutment and peirs in proper position and levels for crate bridge including supply of all material, labour T and P etc. required for proper complection of the work (excluding cost of MS crate) 34.95 MT
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