Local Self Government Department has published Reconstruction Of Marankulangara Village Office Preethikulangara School Road In Mararikulam South Gp , 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.
| Work Name:PMU RKI-LSGD 2020-21: Reconstruction of Marankulangara Village Office-Preethikulangara School Road in Mararikulam South GP, Alappuzha | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pavement | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.001 | 2.2 : Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area | BI01010001010000000000000515BI0100001114 | 0.453 | Hecter |
| 3 | 1.002 | 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> | BI01010001010000000000000515BI0100001115 | 6795 | sqm |
| 4 | 1.003 | 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | BI01010001010000000000000515BI0100001116 | 254.813 | cum |
| 5 | 1.004 | 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> | BI01010001010000000000000515BI0100001117 | 365.813 | cum |
| 6 | 1.005 | 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. | BI01010001010000000000000515BI0100001118 | 1416.6 | cum |
| 7 | 1.006 | 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. | BI01010001010000000000000515BI0100001119 | 8853.75 | sqm |
| 8 | 1.007 | 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. | BI01010001010000000000000515BI0100001120 | 8853.75 | sqm |
| 9 | 1.008 | 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> | BI01010001010000000000000515BI0100001121 | 354.15 | cum |
| 10 | 1.009 | 3.19.1 : Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction. | BI01010001010000000000000515BI0100001122 | 651.6 | cum |
| 11 | 1.01 | 3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | BI01010001010000000000000515BI0100001123 | 362.4 | cum |
| 12 | 1.011 | 8.29.1 : Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings.<br>\nCable Duct Across the Road - Single row for one utility service | BI01010001010000000000000515BI0100001124 | 24 | RM |
| 13 | 2 | CD Structures | BI01010001010000000000000515BI0100001125 | ||
| 14 | 2.001 | 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> | BI01010001010000000000000515BI0100001126 | 16.8 | cum |
| 15 | 2.002 | od1041894/2020_2021 : Random Rubble Masonry in Cement Mortar 1:3 for parapet wall of culverts using departmental rubble | BI01010001010000000000000515BI0100001127 | 6.6 | cum |
| 16 | 2.003 | 2.4.10.A : Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia. | BI01010001010000000000000515BI0100001128 | 28 | metre |
| 17 | 2.004 | 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> | BI01010001010000000000000515BI0100001129 | 101.16 | cum |
| 18 | 2.005 | od1037207/2020_2021 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump<br>set including conveyance to site and erection,cost of fuel, lubrication oil and other<br>stores, pay of staff etc complete | BI01010001010000000000000515BI0100001130 | 60 | hour |
| 19 | 2.006 | od1041904/2020_2021 : Ring Bund Type II Putting up ring bund with earth filled gunny bags of top width 1m and bottom width 2m side and filling in between with earth to form a ring bund and maintaing the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work | BI01010001010000000000000515BI0100001131 | 33 | metre |
| 20 | 2.007 | od1041966/2020_2021 : Providing and laying of dry rubble flooring complete as per drawing and technical specifications using departmental rubble | BI01010001010000000000000515BI0100001132 | 5.1 | cum |
| 21 | 2.008 | od1042367/2020_2021 : Filling with quarry muck including spreading in layers, levelling, and consolidating by ramming etc complete | BI01010001010000000000000515BI0100001133 | 6.631 | cum |
| 22 | 2.009 | 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. | BI01010001010000000000000515BI0100001134 | 9.511 | cum |
| 23 | 2.01 | 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 | BI01010001010000000000000515BI0100001135 | 11.051 | cum |
| 24 | 2.011 | 13.5.C.P.1 : Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - Using concrete Mixer - Height upto 5m | BI01010001010000000000000515BI0100001136 | 20.671 | cum |
| 25 | 2.012 | 14.1.B.1 : Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per drawing and Technical Specification | BI01010001010000000000000515BI0100001137 | 15.851 | cum |
| 26 | 2.013 | 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 | BI01010001010000000000000515BI0100001138 | 4 | cum |
| 27 | 2.014 | 14.1.A.1.A : Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Concrete Mixer as per drawing and Technical Specification. For solid slab super-structure - Height upto 5m | BI01010001010000000000000515BI0100001139 | 15.2 | cum |
| 28 | 2.015 | 12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | BI01010001010000000000000515BI0100001140 | 1.426 | MT |
| 29 | 2.016 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001141 | 3.283 | MT |
| 30 | 2.017 | 14.2 : Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications | BI01010001010000000000000515BI0100001142 | 1.586 | MT |
| 31 | 3 | Retaining Wall | BI01010001010000000000000515BI0100001143 | ||
| 32 | 3.001 | 3.13.1.B : 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br>\n Ordinary soil - Mechanical Means - (Depth upto 3 m) <br> | BI01010001010000000000000515BI0100001144 | 109.2 | cum |
| 33 | 3.002 | od1038411/2020_2021 : Dry Rubble Masonry Work in Foundation complete as per Drawing and Technical Specifications. | BI01010001010000000000000515BI0100001145 | 343.9 | cum |
| 34 | 3.003 | 12.8.B.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 | BI01010001010000000000000515BI0100001146 | 11.6 | cum |
| 35 | 3.004 | 13.6 : Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications | BI01010001010000000000000515BI0100001147 | 0.928 | MT |
| 36 | 3.005 | 55.16 : Providing and fixing guard post<br>Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide | BI01010001010000000000000515BI0100001148 | 33 | no |
| 37 | 4 | Drain | BI01010001010000000000000515BI0100001149 | ||
| 38 | 4.001 | 12.8.B : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br>\nPCC Grade M20 (Without formwork) <br> | BI01010001010000000000000515BI0100001150 | 1.6 | cm |
| 39 | 5 | Road Markings, Signals, Furnitures etc | BI01010001010000000000000515BI0100001151 | ||
| 40 | 5.001 | 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. | BI01010001010000000000000515BI0100001152 | 453 | sqm |
| 41 | 5.002 | 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) | BI01010001010000000000000515BI0100001153 | 3 | each |
| 42 | 5.003 | 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) | BI01010001010000000000000515BI0100001154 | 11 | no |
| 43 | 5.004 | 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 | BI01010001010000000000000515BI0100001155 | 30 | each |
| 44 | 5.005 | 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 | BI01010001010000000000000515BI0100001156 | 22 | each |
| 45 | 5.006 | 8.4.8 : 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 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>\n75 cm octagon | BI01010001010000000000000515BI0100001157 | 2 | each |
| 46 | 5.007 | 8.5 : Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 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. | BI01010001010000000000000515BI0100001158 | 4.05 | sqm |
| 47 | 5.008 | 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 | BI01010001010000000000000515BI0100001159 | 24 | each |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
