Nit For Causeway Slab Type Culvert On Various Link Roads Falls Under Juridiction Of Construction Divn No1 Pwd B And R Jalandhar Cantt
Tender Value
53.41 Lakhs
Estimated cost
Bid Submission
14 Aug 2019
0 days left
EMD
1.06 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
JALANDHAR CANTT → Punjab
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Nit For Causeway Slab Type Culvert On Various Link Roads Falls Under Juridiction Of Construction Divn No1 Pwd B And R Jalandhar Cantt
BOQ
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
|---|---|---|---|---|---|
| 1 | 1 | Excavation in Soil (any type) using Hydraulic ExcavatorCK 90 Excavation with Hydraulic excavator of 0.9 cum bucket capacity including cutting trimming bottom and side slopes, in accordance with requirements of lines , grades and cross sections, including all lift and combined lead up to 60 mtr. | 1 | 536.57 | Cum |
| 2 | 2 | Dismentling Concrete or precast concrete . Cement Concrete plain 1:4:8 or 1:5:10 | 2 | 79.15 | Cum |
| 3 | 3 | Construction of granular sub-base by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete in all respect. | 3 | 100.84 | Cum |
| 4 | 4 | Water Bound Macadam Grading II\nProviding, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying an brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications\nwithout screening | 4 | 77.94 | Cum |
| 5 | 5 | Reinforced cement concrete M-20 mechanicaly batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth. | 5 | 49.1 | Cum |
| 6 | 6 | Centring and shuttering for faces of walls, partitions,retaining walls and the like (vertical or battering) including attached pillasters, buttersses etc when curved. | 6 | 12.63 | sqm |
| 7 | 7 | First class burnt brick work laid in cement sand mortar 1:3 in foundation and plinth. | 7 | 52.14 | Cum |
| 8 | 8 | Providing and Laying wire crates as per pwd Specification and entire satisfaction of Engineer-in Charge . | 8 | 38 | Each |
| 9 | 9 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe 500 grade as per IS 1786-2008, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete | 9 | 15.35 | qtl |
| 10 | 10 | Dismantling concrete or precast concrete.\n(e) Reinforced Cement concrete | 10 | 28.28 | Cum |
| 11 | 11 | Dismantling brick work tile masonary or tile lining.In cement. | 11 | 105.28 | Cum |
| 12 | 12 | Cement Concrete 1:3:6 with stone ballast or\nshingle. | 12 | 70.11 | Cum |
| 13 | 13 | First class burnt brick work laid in cement sand\nmortar 1:4 in foundation and plinth. | 13 | 508.95 | Cum |
| 14 | 14 | Crash Barrier Provision of Reinforced cement concrete crash barrier at the edges of the bridge,road, approaches to bridge structures and medians, constructed with M-40 grade specifications. Crash Barriers concrete with HYSD reinforement confoming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with premoulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified | 14 | 59.4 | Mtr |
| 15 | 15 | Centring and shuttering for slab culverts upto 3m span | 15 | 247.95 | sqm |
| 16 | 16 | Reinforced cement concrete M-25 with cement @425/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in superstructure. | 16 | 43.81 | Cum |
| 17 | 17 | Supplying, fitting and placing HYSD bar reinforcement in super structure as per MORD specifications 1000 | 17 | 7.34 | MT |
| 18 | 18 | Cement Concrete 1:6:12 with 40mm gauge stone aggregate. | 18 | 19.26 | Cum |
| 19 | 19 | Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:2:4 (M-15) Machine mixed concrete lining in bed. | 19 | 16.87 | Cum |
| 20 | 20 | Cement concrete lining 15cm thick or less for irrigation channels, using cement concrete 1:2:4 (M-15)Machine mixed concrete lining on side slopes for vertical height upto 3.5 m. | 20 | 12.6 | Cum |
| 21 | 21 | Cement pointing 1:2 deep variety. | 21 | 217.7 | sqm |
| 22 | 22 | Painting two coats including priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade. | 22 | 86.75 | sqm |
| 23 | 23 | Reinforced cement concrete M-20 with cement @375/kg per cum hand mixed but excluding steel reinforcement centring and shuttering in foundation and plinth. Retaining Wall | 23 | 0.32 | Cum |
| 24 | 24 | Earth work in excavation in foundations, trenches etc.in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including\ndressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation | 24 | 53.64 | Cum |
| 25 | 25 | Cement concrete 1:4:8 with 20mm gauge stone ballast using concrete mixer volumetric type | 25 | 31.8 | Cum |
| 26 | 26 | Dismantling brick work tile masonary or tile lining. Dismantling dry brick work | 26 | 2.82 | Cum |
| 27 | 27 | Compaction of Earth Work & prepration of sub grade including loosening , leveling of earth , 225 mm thick top layer , rough dressing of soil final dressing of earth to give level camber watering rolling with road roller compacting the bed to achieve minimum dry density as given in table 300-2 as per technical clause 305 of MORTH specifications | 27 | 210.5 | Cum |
| 28 | 28 | Providing and fixing brick on end edging | 28 | 600 | mtr |
| 29 | 29 | Water Bound Macadam Grading I Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 29 | 68.6 | Cum |
| 30 | 30 | Surface dressing\nProviding and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications. | 30 | 915 | Sqm |
| 31 | 31 | Tack coat with Bitumen VG-10 Bulk Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor @ of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications | 31 | 915 | Sqm |
| 32 | 32 | Open - graded premix Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone agg regates of specified grading premixed in a continous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver finisher mechanically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. | 32 | 915 | sqm |
| 33 | 33 | Seal coat Providing and laying of premix sand seal coat premixed in continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications\n | 33 | 915 | sqm |
| 34 | 34 | Hazard Marker Sign Board 300x900mm Rectangular Hazard Marker sign board 300x900mm rectangular as per IRC 67-2012 with high intensity microprismatic grade retro reflective sheeting type XI as per ASTM D 4956 09 and IRC 67 2012 fixed over 4mm thick aluminium Composite Material sheeting having skin thickness of 0.4 to 0.5mm on both sided and fixing the same with suitable size aluminium alloy riverts@200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per technical clause 801 of MORT&H specifications: | 34 | 40 | Each |
| 35 | 35 | Construction of Diversion | 35 | 864 | cum |
| 36 | 36 | Credit of old Material(steel) obtained from RCC work | 36 | 508.86 | kg |
| 37 | 37 | Brickfirst clas (at kiln site) Brick bats from well burnt or burnt brick | 37 | 52.62 | cum |
| 38 | 38 | Cultural Heritage Maintenance charges | 38 | 0.01 | on Rs. |
AI Tender Summary
Tender Timeline
Aug 01, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 14, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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