Construction Of 8X25mtr Single Span Plate Girder Bridge At Tulwari Langate ( Sub Structure Balance Work, Approach Walls And Bed Protection Works )
Tender Value
4.01 Crore
Estimated cost
Bid Submission
20 Oct 2022
0 days left
EMD
8.03 Lakhs
Bank guarantee accepted
Document Fee
5500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
langate → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of 8X25mtr Single Span Plate Girder Bridge At Tulwari Langate ( Sub Structure Balance Work, Approach Walls And Bed Protection Works )
BOQ
| Sl. No. | Item Description |
| 1 | (A) PIER P5Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50meters lead as per direction of Engineer-in-charge |
| 2 | Dewatering of trenches during execution of work incl. diversion of Nallah |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) for approaches upto concrete level .including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 4 | Supply and laying of dry stone soling hand packed. |
| 5 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Providing and laying in position specified grades of reinforced cement concrete M-25 grade in beams, slabs, walls(any thickness) including attached pillasters, buttresses, plinth and string courses, filets, columns, , stairs,pillars, piers, abutments, posts and struts etc. using 20mm thick crushed stone agg. Excluding the cost of centring, shuttering, finishing and reinforcement. All work upto cap level. |
| 7 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of grade Fe-500D steel bars at all levels. |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:- |
| 9 | (B) Right Side Abutment. Providing and laying in position specified grades of reinforced cement concrete M-25 grade in beams, slabs, walls(any thickness) including attached pillasters, buttresses, plinth and string courses, filets, columns, , stairs,pillars, piers, abutments, posts and struts etc. using 20mm thick crushed stone agg. Excluding the cost of centring, shuttering, finishing and reinforcement. All work upto cap level. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Abutment walls etc |
| 11 | Reinforcement for RCC works including straightening, cutting, bending, binding & placing in position all complete. HYSD reinforcement of grade Fe-500D steel bars at all levels. |
| 12 | Providing and fixing in position of weep holes in abutment walls with 100mm dia P V C pipes cut to length and profile as required to be installed in concrete and other incidentals complete. |
| 13 | (C) Approach Walla Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge All kinds of soil |
| 14 | Supply and laying of stone soling, laid dry handpacked |
| 15 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size |
| 16 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 17 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone |
| 18 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 19 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 22 | Providing and fixing in position of weep holes in abutment walls with 100mm dia P V C pipes cut to length and profile as required to be installed in concrete and other incidentals complete. |
| 23 | Supply and filling of granular material behind R/ walls incl. all leads lifts and carriages upto the site of work. |
| 24 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 25 | Supply and filling of GSB material on approaches incl. ramming ,dressing consolidating bwith Power Road Roller all leads, lifts and carriages upto siteof work |
| 26 | Supply,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required densit(i)63 mm to 45 mm |
| 27 | P/LRCC pipe NP3 of 1000 mm dia for culverts on first class bedding of granular material in single row incl. fixing color with cement mortor 1:2 incl. earth work mud mat and cushioning complete job. |
AI Tender Summary
Tender Timeline
Oct 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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