Tender For Construction Of Bridge Over Local Nala In Village Jadgad, Panchayat Morwaikala, Block- Barwadih, District- Latehar.
Tender Value
71.90 Lakhs
Estimated cost
Bid Submission
11 Sep 2023
0 days left
EMD
1.44 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
barwadih → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Bridge Over Local Nala In Village Jadgad, Panchayat Morwaikala, Block- Barwadih, District- Latehar.
BOQ
| Sl. No. | Item Description |
| 1 | Bridge WorkEarth Work in Excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 M as per specification and direction of E/I. |
| 2 | Earth Work in Excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary rock or soft rock (Vide classification of soil item-C) with disposal of soil (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 M as per specification and direction of E/I. (Soft rock where blasting is not required . |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all works upto plinth level :1:2:4 (1 cement: 2 coarse sand (zoneiii) : 4 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached plisters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills fillets, sunken floor etc, upto floor five level, excluding the cost of shuttering, centering and finishing: 1:2:4 (1 cement: 2 coarse sand (zoneiii) : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforced cement concrete work in walls (any thickness) including attached plisters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto floor five level, excluding the cost of shuttering, centering and finishing: 1:1.5:3 (1 cement: 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size) |
| 6 | Providing weep holes in brick masonary/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force . compltete as per drawing and technical specifications. |
| 7 | E/W in flood embankmet, canal banks as well as special repair of embankment in canal bank in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Letter No. 587 Dated 22.09.2006)Lead Beyond 1/2 KM but upto 1 KM |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15 landings, balconies, shleves, chajjas, lintels, bands, plain window sills, staircase and spiral staircases above plinth level upto floor five level, excluding the cost of shuttering, centering and finishing: 1:1.5:3 (1 cement: 1.5 coarse sand (zone iii) : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached plisters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills fillets, sunken floor etc, upto floor five level, excluding the cost of shuttering, centering and finishing: 1:1.5:3 (1 cement: 1.5 coarse sand (zoneiii) : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Boundary pillar Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting |
| 11 | Providing T.M.T. reinforcement (tor steel) ( round bars confirming to IS 432 dian in mm) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing m.S. rods in position all complete as per specification and direction of E/I. ( only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels limited Bokaro and Vizag (RINL).8mm dia |
| 12 | 10mm dia (TMT coil)( only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels limited Bokaro and Vizag (RINL). |
| 13 | 12mm dia & 20mm dia (TMT coil)( only valid for Tata (Tiscon), SAIL, JSPL, Electrosteel Steels limited Bokaro and Vizag (RINL). |
| 14 | Providing and laying boulder apron on river bed for protective against scour with stone boulders weighing not less than 40kg each complete as per drawing and technical specification |
| 15 | Providing shuttering including strutting, proping etc. and its removal after use in foundation as per specification and direction of E/I. |
| 16 | Providing shuttering including strutting, proping etc. and removal after use in superstructure portion of various components of barriage work as per specification and direction of E/I. |
| 17 | Providing centering including strutting and proping and removal after use in deck slab as per specification and direction of E/I. |
| 18 | Providing 12mm thick cement plaster (1:3) with approved quality of sand of requisite F.M. (1.5)including screening,curing with all leads and lifts of water, scaffoldingall taxes and royalty etc. complete job as per specification and direction of E/I. |
| 19 | Providing and fixing in position bitumen filler (bitumen, cement and sand in constrution joints complete job as per specification and direction of E/I. |
| 20 | Dewatering during the working period with 5 H.P. Diesel Set complete job as per specification and direction of E/I. |
| 21 | Carriage of MaterialsCement Lead 17 K.M. |
| 22 | Steel Lead 17 K.M. |
| 23 | Sand Lead 16 K.M. |
| 24 | Boulder Lead 30 K.M. |
| 25 | Stone Chips Lead 27 K.M. |
| 26 | Guard WallEarth Work in Excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section kankar, pebbles and boulders upto 300mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5 M as per specification and direction of E/I. |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- all works upto plinth level :1:2:4 (1 cement: 2 coarse sand (zoneiii) : 4 graded stone aggregate 20 mm nominal size) |
| 28 | Stone masonry in cement mortar (1:3) in foundationcomplete as per drawing and Technical specification. (b) Random rubble masonary |
| 29 | Stone masonary work in cement mortar (1:3) for sub structure complete as per drawing and technical specifications.(A) Random rubble masonary |
| 30 | Plastering with cement mortar (1:3) on brickwork in substructure as per technical specifications. |
| 31 | Earth Work in Filling foundation trenches or back filling of masonary structure with suitable earth inlayer not exceeding 150mm thick well watered , rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m complete as per specification and direction of E/I. |
| 32 | Earth Work in Filling foundation trenches or back filling of masonary structure pervious soil in layer not exceeding 150mm thick well watered , rammed and fully compacted and finally drassed with earth obtained from borrow pits beyond 150m fead but upto 1/2 Km. with all lifts and carriage by truck including,loading unloading, spreading , construction and maintenance of haul road etc. as per specificatio and direction of E/I |
| 33 | Providing weep holes in brick masonary/plain/reinforced concrete abutment, wing wall/return wall with 100mm dia AC Pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force . compltete as per drawing and technical specifications. |
| 34 | Carriage of MaterialsCement Lead 9 K.M. |
| 35 | Sand Lead 15 K.M. |
| 36 | Boulder Lead 35 K.M. |
| 37 | Stone Chips Lead 35 K.M. |
| 38 | Approach RoadEmbankment construction with material obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading grading to required slope and compacting to meet requirement of table 300-2)Rolling with smooth wheeled roller. |
| 39 | Construction of granular sub-base by providing close graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, andcompacting with vibratory roller to achieve the desired density, complete as per clause 401) |
| 40 | Water Bound mecadam (providing laying, speading and compacting stone aggregate of specific size to water bound mecadam specification including spreading in uniform thickness hand packing, rolling with vibrator roller 8-10 tones/smooth 3 wheeled steel roller reuisite type of screening/binding materilas to fill up the interstices of coarse aggregate, watering and compacting type such as moorum or Gravel with smooth 3 wheeled steel roller grading. |
| 41 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level M 150 1:2:4(1cement 2Coarse sand (zoneiii) 4graded sone Aggregat 20mm nominal size. |
| 42 | Carriage of MaterialsMetal Lead 30 K.M. |
| 43 | Moorum Lead 2 K.M. |
| 44 | Cement Lead 17 K.M. |
| 45 | Sand Lead 16 K.M. |
| 46 | Stone Chips Lead 27 K.M. |
| 47 | Add GST 18% Sl No 1.00 to 46.00 |
| 48 | Add Labour Tax @ 1% of total amount of Item no. 1.00 to 47.00 |
AI Tender Summary
Tender Timeline
Sep 05, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedSep 11, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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