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Upgradation Of Narakathara Upperil Road In Kumarapuram Gp Haripad Lac In Alappuzha, Alappuzha-Kerala

Local Self Government Department has published Upgradation Of Narakathara Upperil Road In Kumarapuram Gp Haripad Lac In Alappuzha. Submission Date for this Tender is 24-06-2021. Road Work Tenders in Alappuzha Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

28112034
Upgradation Of Narakathara Upperil Road In Kumarapuram Gp Haripad Lac In Alappuzha
Open Tender
Indian
Kerala
Alappuzha
24-06-2021

Tender Details

Upgradation Of Narakathara Upperil Road In Kumarapuram Gp Haripad Lac In Alappuzha

Key Value

Document Fees
INR 5000 /-
EMD
INR 50000.0 /-
Tender Value
Refer document

BOQ Items

Work Name:PMU RKI LSGD 2019-20 Upgradation of Narakathara Upperil road in Alappuzha
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Road work BI01010001010000000000000515BI0100001113
2 1.001 3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br> BI01010001010000000000000515BI0100001114 5490 sqm
3 1.002 2.4.2.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br> BI01010001010000000000000515BI0100001115 4.84 cum
4 1.003 2.4.4.B : Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Stone Masonry - Rubble stone masonry in cement mortar.<br> BI01010001010000000000000515BI0100001116 10.422 cum
5 1.004 3.3 : Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. BI01010001010000000000000515BI0100001117 369.74 cum
6 1.005 3.17 : Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. BI01010001010000000000000515BI0100001118 411.24 cum
7 1.006 4.2.A.1 : Construction of granular sub-base by providing graded material, 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 as per clause 401. <br>\nGrading-III -For lower sub base - Mix in Place Method<br> BI01010001010000000000000515BI0100001119 329.4 cum
8 1.007 4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. BI01010001010000000000000515BI0100001120 1534.55 cum
9 1.008 5.1.a : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. BI01010001010000000000000515BI0100001121 8525.25 sqm
10 1.009 5.2.b : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. BI01010001010000000000000515BI0100001122 8525.25 sqm
11 1.01 5.6.2.a : Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder( NRMB) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects\nGrading - II (13.2 mm Nominal Size)<br> BI01010001010000000000000515BI0100001123 341.01 cum
12 1.011 12.1.B.1 : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. <br>\nOrdinary Soil - Depth upto 3m - Mechanical Means <br> BI01010001010000000000000515BI0100001124 557.85 cum
13 1.012 od1082369/2020_2021 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site BI01010001010000000000000515BI0100001125 6.254 cum
14 1.013 od803029/2020_2021 : Dry rubble masonry work- Dry rubble dry stone masonry using dry rubble with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of&lt;br&gt;Departmental officers at site(modified 8.7.2 MoRD)&lt;br&gt; BI01010001010000000000000515BI0100001126 407.8 cum
15 1.014 12.3 : Sand Filling in Foundation Trenches as per Drawing & Technical Specification BI01010001010000000000000515BI0100001127 4.92 cum
16 1.015 12.4 : Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. BI01010001010000000000000515BI0100001128 48.27 cum
17 1.016 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 BI01010001010000000000000515BI0100001129 115.18 cum
18 1.017 12.8.2.C : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\n RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - ( Without formwork) <br> BI01010001010000000000000515BI0100001130 11.075 cum
19 1.018 12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer BI01010001010000000000000515BI0100001131 66.042 cum
20 1.019 12.8.E.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - Using Concrete Mixer BI01010001010000000000000515BI0100001132 7.4 cum
21 1.02 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications BI01010001010000000000000515BI0100001133 6.32 MT
22 1.021 13.5.F.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m BI01010001010000000000000515BI0100001134 11.52 cum
23 1.022 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications BI01010001010000000000000515BI0100001135 0.922 MT
24 1.023 14.1B.1.1.A : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m BI01010001010000000000000515BI0100001136 7.4 cum
25 1.024 14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications BI01010001010000000000000515BI0100001137 0.592 MT
26 1.025 14.6 : Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. BI01010001010000000000000515BI0100001138 15.85 RM
27 1.026 14.16 : Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. BI01010001010000000000000515BI0100001139 45.638 sqm
28 1.027 8.4.2 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.<br>\n60 cm equilateral triangle BI01010001010000000000000515BI0100001140 13 each
29 1.028 8.4.3 : Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.<br>\n60 cm circular BI01010001010000000000000515BI0100001141 10 each
30 1.029 8.6 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. BI01010001010000000000000515BI0100001142 2.7 sqm
31 1.03 8.13 : Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. BI01010001010000000000000515BI0100001143 402.6 sqm
32 1.031 8.14.2 : Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc <br> \nOrdinary kilometer stone ( precast) BI01010001010000000000000515BI0100001144 2 each
33 1.032 8.14.3 : Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc <br>\n Hectometer stone (precast) BI01010001010000000000000515BI0100001145 8 no
34 1.033 55.10.1 : Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm <br>Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.<br>300 mm x 900 mm BI01010001010000000000000515BI0100001146 28 each
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