Tender For Special Repair To Internal Roads With Cement Concrete Pavement At Fsd Sahnewal Under District Ludhiana (2Nd Call)
Tender Value
14.26 Crore
Estimated cost
Bid Submission
14 Dec 2023
0 days left
EMD
28.53 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
sahnewal → 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 Sahnewal Under District Ludhiana ( 2Nd Call )
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 excavatorymanual 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 the Engineer-in charge. All Kinds of soil |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity, dressing to camber and consolidating with road roller including making good undulation etc as per Engg. 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 of 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 150 Kg/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 leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc complete as per direction of Engineer-in charge |
| 6 | Providing and laying design mix cement concrete of M-40 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 MS. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (as per drawing provided) 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-40 is @ 400 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately, Cement concrete manufactured in automatic batching plant (RMC Plant) i/c transportation to site in transit works |
| 7 | 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 bar. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting. bending, placing in position and binding all complete upto plinth level. TMT Bars of Grade Fe-500 or more. |
| 9 | Constructing brick masonary road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1Cement: 4 Coarse sand) including 500x450mm pre-cast 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 |
| 10 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Using grade \"A\" sealing compound conforming to IS: 1834. |
| 11 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 12 | 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. |
| 13 | 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. |
| 14 | Providing and laying non-pressure NP-2 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. |
| 15 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of S.W. pipes including bed concrete as per standard design: 300 mm diameter S.W. Pipe |
| 16 | Credit for WBM Material as in where is basis as per direction of Engg. In Charge. |
AI Tender Summary
Tender Timeline
Nov 23, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 14, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 15, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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