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Pro No . 809/21 Tmc/N Renovation And Footpath Construction Of Pallikulam Pond In Ponnumangalam Ward, NEMOM ZONAL OFFICE, TVPM-695020-Kerala

Local Self Government Department has published Pro No . 809/21 Tmc/N Renovation And Footpath Construction Of Pallikulam Pond In Ponnumangalam Ward. Submission Date for this Tender is 27-10-2020. Building Repair Tenders in NEMOM ZONAL OFFICE, TVPM-695020 Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

25751583
Pro No . 809/21 Tmc/N Renovation And Footpath Construction Of Pallikulam Pond In Ponnumangalam Ward
Open Tender
Indian
Kerala
NEMOM ZONAL OFFICE, TVPM-695020
27-10-2020

Tender Details

Pro No . 809/21 Tmc/N Renovation And Footpath Construction Of Pallikulam Pond In Ponnumangalam Ward

Key Value

Document Fees
INR 2500 /-
EMD
INR 50000.0 /-
Tender Value
INR 22.30 Lakhs /-

BOQ Items

Work Name:PRO NO: 809/21 TMC(N) RENOVATION AND FOOTPATH CONSTRUCTION OF PALLIKULAM POND IN PONNUMANGALAM WARD
Sl. No. Item Description Item Code / Make Quantity Units
1 1 detailed estimate BI01010001010000000000000515BI0100001113
2 1.001 2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil BI01010001010000000000000515BI0100001114 161.228 cum
3 1.002 15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar BI01010001010000000000000515BI0100001115 101.01 cum
4 1.003 60.7.2 : DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site. BI01010001010000000000000515BI0100001116 66.6 cum
5 1.004 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) BI01010001010000000000000515BI0100001117 57.72 cum
6 1.005 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete BI01010001010000000000000515BI0100001118 84 hour
7 1.006 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil BI01010001010000000000000515BI0100001119 1474.2 cum
8 1.007 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry 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 Departmental officers at site BI01010001010000000000000515BI0100001120 120.583 cum
9 1.008 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001121 8.88 cum
10 1.009 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more BI01010001010000000000000515BI0100001122 880 kilogram
11 1.01 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns BI01010001010000000000000515BI0100001123 22.2 sqm
12 1.011 16.11 : Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. BI01010001010000000000000515BI0100001124 229.6 sqm
13 1.012 50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge BI01010001010000000000000515BI0100001125 59.325 cum
14 1.013 51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade BI01010001010000000000000515BI0100001126 39.55 cum
15 1.014 16.91.2 : Providing and laying factory made chamfered edge Cement Concrete paver blocks\nin footpath, parks, lawns, drive ways or light traffic parking etc, of required strength,\nthickness & size/ shape, made by table vibratory method using PU mould, laid in\nrequired colour & pattern over 50mm thick compacted bed of sand, compacting and\nproper embedding/laying of inter locking paver blocks into the sand bedding layer\nthrough vibratory compaction by using plate vibrator, filling the joints with sand and\ncutting of paver blocks as per required size and pattern, finishing and sweeping\nextra sand. complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. BI01010001010000000000000515BI0100001127 395.5 sqm
16 1.015 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) BI01010001010000000000000515BI0100001128 3.885 cum
17 1.016 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001129 5.828 cum
18 1.017 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001130 4.163 cum
19 1.018 10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes BI01010001010000000000000515BI0100001131 1376.4 kg
20 1.019 18.38.5 : Painting G.I pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work:40 mm diameter pipe BI01010001010000000000000515BI0100001132 370 metre
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