| 1 | 1 | Strengthening of Salaiyur Salaiyamman Koil Km 0/0 - 1/00 in Maduranthagam Panchayat Union\nEst. Amt. - Rs.45.85 Lakh | BI01010001010000000000000515BI0100001150 | | |
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| 2 | 2 | Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | BI01010001010000000000000515BI0100001151 | 1200 | sqm |
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| 3 | 3 | Earth work exavation in all classes of soils such as Hard Soil , etc. and depositing on berms with all leads and lifts and all other incidential charges. etc., complete for berms.Asper SS20B | BI01010001010000000000000515BI0100001152 | 900 | cum |
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| 4 | 4 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | BI01010001010000000000000515BI0100001153 | 375 | cum |
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| 5 | 5 | 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 pavers in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\n | BI01010001010000000000000515BI0100001154 | 375 | cum |
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| 6 | 6 | Providing and laying Prime coat over WMM surface using 7.0 kgs. of emusion for 10 sqm.area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specification | BI01010001010000000000000515BI0100001155 | 3750 | sqm |
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| 7 | 7 | Bitumenous macadam 50mm consolidated thickness using bitumen 60/70 grade as per clause 504of most Specification | BI01010001010000000000000515BI0100001156 | 187.5 | cum |
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| 8 | 8 | Providing and laying Premix Carpet with Seal Coat Type -A to 20mm thick using 0.18cum of 13.2mm, 0.09 cum of 11.20mm and .09cum of 6.70mm with 23.232 Kgs of VG 30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in Central Hot Mix Plant 20-30T capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 20mm with mechanical paver to the specified grades and cross section and consolidated by 8-10T vibratory/pneumatic roller to the required density etc., including labour for attending to paver to site, hire & fuel charges for 20-30T CMP with bitumen boiler, tipper trucks, paver finisher, vibratory/pneumatic roller and all other tools and plants required, including fuel and other incidental charges etc., complete PAVER FINISHER | BI01010001010000000000000515BI0100001157 | 3750 | sqm |
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| 9 | 9 | Filling with US Gravel for side berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete | BI01010001010000000000000515BI0100001158 | | |
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| 10 | 10 | Km 0/0 - 1/0 | BI01010001010000000000000515BI0100001159 | 250 | cum |
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| 11 | 11 | Provision for KM Stone | BI01010001010000000000000515BI0100001160 | 1 | No's |
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| 12 | 12 | Provision for HM Stone | BI01010001010000000000000515BI0100001161 | 4 | No's |
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| 13 | 13 | Culvert 1.5m span | BI01010001010000000000000515BI0100001162 | | |
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| 14 | 14 | Earth Work excavation and depositing on bank with initial lead of 10m and initial lead of 2m in hard stiff black cotton soil hard red eath shales murram gravel stoney eathth and earth mixed with small size boulders etc.. | BI01010001010000000000000515BI0100001163 | 126.08 | cum |
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| 15 | 15 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification | BI01010001010000000000000515BI0100001164 | 7.88 | cum |
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| 16 | 16 | Cement concrete1: 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | BI01010001010000000000000515BI0100001165 | 10.51 | cum |
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| 17 | 17 | Cement concrete1: 3:6 mix using 40mm metal hard broken stone for foundation inclusive of shorting strutting bailing our tof water ramming curing etc.. including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. | BI01010001010000000000000515BI0100001166 | 82.08 | cum |
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| 18 | 18 | Supplying & Erecting centering for sides fpor all reinforced cement concrete works like drain sides revetment sides etc using mild steel sheets of size 90cm x 60cm and BG 10 stiffened with mild steel angels of size 25mmz25mmz3mm including removing the same after specified period without damaging RCC works etc. | BI01010001010000000000000515BI0100001167 | | |
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| 19 | 19 | a.below ground level | BI01010001010000000000000515BI0100001168 | 138.46 | sqm |
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| 20 | 20 | b.above ground level | BI01010001010000000000000515BI0100001169 | 25.33 | sqm |
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| 21 | 21 | Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement 5 concrete works as per the design given jncluding cost of steel and binding wire in all floors ete, Complete complying with stanard specification. | BI01010001010000000000000515BI0100001170 | 0.35 | MT |
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| 22 | 22 | Cement concrete 1:2:4 mix using 20mm size hard broken stone includive of shorting bailing out of water ramming curing etc.. | BI01010001010000000000000515BI0100001171 | 3.36 | cum |
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| 23 | 23 | Reinforcement Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein for cement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs | BI01010001010000000000000515BI0100001172 | 3.31 | cum |
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| 24 | 24 | GST Amount for providing Service to Government Contract Works for the above Construction Works.\n { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n | BI01010001010000000000000515BI0100001173 | 1 | GST Amount (in Rupees) |
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