Schedule of Quantities (NFL/NGL/C/456/2013) Name : Reconditioning of roads in Factory Area during the year 2014-15 S.No. Description of Items Unit Qty. in Figures 1 2 3 Earth work in excavation in foundation trenches or drains Cu.m. (not exceeding 1.5 m in width or 10 sqm. on plan)including dressing of sides and ramming of bottoms,lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m, All kinds of soil. Surface dressing of the ground including removing 100 vegetation and in-equalities not exceeding 15cm deep and Sq.m. disposal of rubbish lead upto 50m and lift upto 1.5m, all kinds of soil. Preparation and consolidation of sub grade with power M2 road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. Quoted Rate in Words Amount (In Rs.) 80.00 300.00 500.00 4 Supplying and stacking at site, 63 mm to 45 mm size Cu.m. stone aggregate 80.00 5 Laying, spreading and compacting stone aggregate of Cu.m. specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 80.00 C:\Users\admin\Documents\Civil Engg. Deptt -BSL\Contractor Record\2012-13 from 447 to onwards\456 New Road\New\SOQ (456) 1/4 S.No. Description of Items Unit Qty. in Figures 6 Providing, laying, spreading and compacting graded stone Cu.m. aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per pecifications and directions of Engineer-in-Charge. 7 Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 8 Amount (In Rs.) 110.00 i) On W.B.M. @ 0.75 Kg / sqm M2 500.00 ii) On bituminous surface @ 0.50 kg. / sq.m. M2 1500.00 M2 1950.00 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately), with paving Asphalt grade VG 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. Quoted Rate in Words C:\Users\admin\Documents\Civil Engg. Deptt -BSL\Contractor Record\2012-13 from 447 to onwards\456 New Road\New\SOQ (456) 2/4 S.No. Description of Items Unit Qty. in Figures 2 9 Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. M 10 Providing and laying 40mm to 75mm thick semidence asphaltic base course using mineral aggregate satisfying the gradation set out in specifications with 5% binder content 80/100 or equivalent (by weight of total mix) with the aid of the hot mix plant and paver finisher including rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density for improvement of camber / depression etc. in road surfaces. M3 2.25 11 Carriage of materials by Mechanicel transport including loading, unloading and stacking wherever required upto 1 KM (Anywhere within T/ship Areas). Cu.m. 30.00 i) Lime, moorum, building rubbish, hard coal / stones. Quoted Rate in Words Amount (In Rs.) 1950.00 Quoted amount without Service Tax Add contractor’s liability of Service Tax (As per calculation given below) Total Quoted amount including Service Tax Details of Service Tax Calculation: a) The value of services (quoted amount) on which Service Tax shall be applicable (____%age of quoted amount) C:\Users\admin\Documents\Civil Engg. Deptt -BSL\Contractor Record\2012-13 from 447 to onwards\456 New Road\New\SOQ (456) 3/4 S.No. Description of Items Unit Qty. in Figures Quoted Rate in Words Amount (In Rs.) b) The amount of Service Tax (present prevailing rate 12.36%) c) The percentage (____%) liability of contractor as service provider d) The percentage (_____%) liability of NFL as Service receiver (applicable only in specified cases of reverse charge) e) The amount of Service Tax added in quoted value (as per (c) above) Note-1: If tenderer declares the Service Tax such as in the following example, then it shall be construed that the Service Tax to be shared between service provider and service receiver on 50:50 basis, subject to provision of Service Tax Rules/NIT. Example :Column (a) above = 60% value Column (a) above = 50% value Column(c)= 30% Column(c)= 25% Column(d)= 30% Column(d)= 25% Note-2: The contract involves supply of material, and so, transfer of property in goods. As such, it comes under the definition of works contract. In case the service provider (Tenderer) is an individual / HUF, a partnership firm or an association of persons, NFL shall discharge its liability of service tax as servicer receiver at prevailing rate on 50% value of services determined according to Service Tax Valuation Rules. Also refer clause no. 8 relating to Service Tax under Commercial terms & conditions of contract. (Signatur of Contractor with Rubber Stamp) (Rajiv Rajput) Manager (Civil) C:\Users\admin\Documents\Civil Engg. Deptt -BSL\Contractor Record\2012-13 from 447 to onwards\456 New Road\New\SOQ (456) 4/4