Construction Of New Causeway And Protection Work On Bachhohi To Bathula Link Road Mc Garhshanker Distt . Hoshiarpur Inc . App . And Diversion , Protection Work

Tender Notice

27805452
Construction Of New Causeway And Protection Work On Bachhohi To Bathula Link Road Mc Garhshanker Distt . Hoshiarpur Inc . App . And Diversion , Protection Work
Indian
Punjab
03-05-2021
24-05-2021
25-05-2021

Tender Details

Construction Of New Causeway And Protection Work On Bachhohi To Bathula Link Road Mc Garhshanker Distt . Hoshiarpur Inc . App . And Diversion , Protection Work

Key Value

Document Fees
INR 5000 /-
EMD
INR 186243.00 /-
Tender Value
INR 93.12 Lakhs /-

BOQ Items

Name of Work: Construction of New Causeway and Protection Work on Bachhohi to Bathula Link Road MC Garhshanker Distt.: Hoshiarpur Inc. App., Diversion & Protection Work
Sl. No. Item Description Item Code / Make Quantity Units
1 1 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 dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. CSR 6.6 1801.26 Cum
2 2 Cement concrete 1:4:8 mixing by mechanical means using concrete mixer volumetric type CSR 10.10 321.12 Cum
3 3 First class burnt brick work laid in cement sand\nmortar 1:5 in foundation and plinth CSR 11.5 368.55 Cum
4 4 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications CSR 24.8 a 70.57 Cum
5 5 Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer\nusing batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required\nlines and grades as per drawings and technical clause 1501 of MORD specifications (Foundation & Plinth) CSR 24.58 131.43 Cum
6 6 Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. CSR 22.15 iii\n 250 Mtr.
7 7 Cold twisted detormed (Ribbed/ Tor steel) 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 binding placing in position complete CSR 18.18 34.69 Qtl.
8 8 Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications (For Diversion) 100.5 Cum
9 9 Approaches of Cuvlert
10 10 Dismantling of existing road crust containing stone pitching or soiling. (50 mm to 150 mm thick). 171.11 Cum
11 11 Dismantaling of brick work /tile masonary or tile lining.\n(i) Dismantaling of dry brick work 11.68 Cum
12 12 Compacting original ground below embankment\nc) Compaction of earth work & prepartion of sub grade including loosening, levling of earth 225mm 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 MORT&H specifications. 2057 Sqm
13 13 Credit of Bats (-) 5.84 Cum
14 14 Credit of Bricks (-) 1682 1000 No.s
15 15 Brick on End Edging\nProviding and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications. 748 mtr.
16 16 Relaying of recovered material obtained from dismantling of road crust as construction of granular sub-base by providing coarse graded matereal grading-II spreading in uniform layers with motor grader on prepared surface, mixing by mix by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per technical clause 404 o MORT&H specifications 102.66 Cum
17 17 Extra Qty. of GSB Construction of granular sub-base by providing material as per grading-III ( Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications 11.41 Cum
18 18 Water Bound Macadam Grading I\nProviding, 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 Water Bound Macadam Grading I , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications \nwithout screening 85.55 Cum
19 19 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 without screening 85.55 Cum
20 20 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. 1140.7 Sqm
21 21 Tack coat with Bitumen VG-10 Bulk\nProviding 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 1140.7 Sqm
22 22 Open - graded premix \nProviding, 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. 47.87 M.T
23 23 Seal coat\nProviding and laying of premix sand seal coat premixed in continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68 kg. 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 11.52 M.T
24 24 Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at approved locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 of MORT&H specifications \n 61 Mtr.
25 25 Construction of embankment with earth obtained from roadway cutting or excavation including spreading, grading to required slope and compacting to meet requirement of table 300-2 as\nper technical clause 305 of MORT&H specifications CSR 24.5 (b) 507.37 Cum
26 26 Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates 1185.24 Cum
27 27 Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work) 1 Job
28 28 Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above 9.21995e+06 Percentage
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