Tender For Special Repair To Internal Roads With Cement Concrete Pavement At Fsd Dhuri I Under District Sangrur
Tender Value
1.89 Crore
Estimated cost
Bid Submission
09 Jan 2024
0 days left
EMD
3.79 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dhuri → Chandigarh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Special Repair To Internal Roads With Cement Concrete Pavement At Fsd Dhuri I Under District Sangrur
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :Water Bound Mecadam road |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kind of Soil |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity, after dressingto camber and consolidating with road roller including making good undulation etc. as per direction of engineer in charge |
| 4 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 5 | Construction of dry lean cement concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per specifications,cement content not to be less than 150Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days mixed in a batching plant transported to site, for all lead and lifts laid with a mechanical paver compacting with 8 to 10 tonnes vibratory roller finishing and curing etc.complete as per direction of engineering in charge. |
| 6 | Providing and laying Separation Membrane of impermeable PVC sheet 125 micron thick over and above lean concrete for cement concrete road as per direction of engineer in charge |
| 7 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (as per design) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and medium tensile steel bars. |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 10 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 11 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :300 mm dia. R.C.C. pipe |
| 12 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 300 mm diameter S.W. pipe |
| 13 | Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 14 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion jointsin roads / pavements all complete as per direction of the Engineer-in-Charge.Using grade \"A\" sealing compound conforming to IS: 1834. |
| 15 | Providing and fixing premoulded joint filler in expansion jints of RCC roads/CC Pavements after making the joints dust free with high pressure air jet cleaners all cmplete as per direction of the engineer in Charge. Premoulded joint filler shall be made of bitumen hot sealing compound impregnatedfiber board having impregnation more than 35% conforming to IS:1838 for fiber board and IS:1834 for hot sealing bitumen compound grade A. |
| 16 | Credit of stone aggregate obtained from excavated wbm material as is where is basis as per the direction of engineer in charge. |
| 17 | Making Plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size well ramped and consolidated and groutied with fine sand including neccesary excavation, levelling and dressing and finishing the top smooth) |
| 18 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
AI Tender Summary
Tender Timeline
Dec 19, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 09, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 10, 2024
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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