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| 1 | Dismantling of Flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately etc.,Cost inclusive of labour, machinery, tools & plants, conveyance etc., complete as per Clause 202 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 2 | Excavation for roadway in soil using hydraulic excavator of 0.90 Cum. bucket capacity including cutting and loading in tipper, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to the embankment location within all lifts and lead upto 1000 meters etc., complete as per clause 301 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 3 | Preparation of sub grade by excavating earth work to 15 cm average depth, dressing to camber and consolidating with power road roller including making the undulation area levelling etc.,and disposal of surplus earth to the low lying area to a lead of 1km.etc.,complete Complying with AISS and as directed by departmental officers |
| 4 | 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 etc.,complete as per clause 305 of MORT&HSpecification (FifthRevision) and as directed by the departmental officers. |
| 5 | Providing and laying of Granular Sub-base (GSB) - [Plant Mix Method] by mechanically and compacting in layers in each layer 125mm using stone aggregate by providing close Grading -I materials 53 mm to 26.5 mm @ 27.5%, 26.5 mm to 9.5 mm @ 22.5%, 9.50 mm to 4.75 mm@ 10%, 4.75 mm below @ 40% mixing in a mechanical mix plant at OMC and loading tippers conveying of mixed material to work site dumping and spreading in uniform layers with motor grader on prepared surface and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MORT&H Specification (Fifth Revision) and as directed by the departmental officers. |
| 6 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10tonnes vibratory roller,finishing and curingetc,.complete and as directed by the departmental officers |
| 7 | Providing and Laying of De-bonding Layer of 125 micron PVC sheet for road construction including overlaps over the upper sub-base including cost of materials & laying charges etc,.complete and as directed by the departmental officers. |
| 8 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregateconforming toIS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design (M40), transportedto site,laid witha fixedform or slip form paver, spread, compacted and finished in a continuous operation including provisionofadmixtures as approved, finishing to lines and grades etc., complete as per clause 602 of MoRT&H specification and as directed by the departmental officers. |
| 9 | Providing Form work including centring,shuttering for foundation footings of columns,massconcrete so as to give a rough finish shuttering and propping etc.,complete complying with AISS and as directed by the departmental officers. |
| 10 | Providing and fabricating 38mm dia MS bars and placing in position as dowel bars for expansion joints as per details shown in the drawing and as directed including all handling, cutting, bending, all labour, materials, equipment, tools etc., complete. Dowel bar of length 500mm for expansion joints (one half of the rod painted with bitumen and greased to avoid bonding with concrete) including providing necessary PVC sleeve & cap, cotton waste @ 300mm c/c etc., complete and as directed by the departmental officers. |
| 11 | Supplying and laying impregnated bitumen pad of 20 mm thickness and 275 mm depth (approximately) for expansion joints to the required length as specified in the drawing and as directed including making necessary holes in the pad and fixing the same in to the dowel bars all labour, materials, transportation, tools, equipment etc., complete and as directed by the departmental officers.Note:1.The rate shall include making necessary holes in the pad for fixing the same in to the dowel bars.2.The joint filler shall comply with IS 1838 - 1983 or its latest edition. |
| 12 | Fabricating and placingin positionof M.S / Tor steel grillsfor R.C.C works inall floors including cost of Steel, cutting, bending, binding with 16 Gauge GI Binding wire and placing in position etc., complete complying with AISS and as directed by the departmental officers. |
| 13 | Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 - 1984 (or its latest edition) for Longitudinal joints and Contraction joints to a width of 10mm and 65mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 14 | Supplying and laying bitumen sealing compound of grade 'A' conforming to IS 1834 - 1984 (or its latest edition) for Expansion joints to a width of 20mm and 25mm deep for filling and including painting the edges of the joint with an approved primer all as specified and as directed at site of work including all materials, labour, tools, equipment, fuel, etc., complete and as directed by the departmental officers. |
| 15 | Providing and laying of Hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms. per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC :35 for centre line and edge line. The finished surface to be level, uniform and free from streaks and holes etc., The rate including cost and conveyance of all materials, labour, incidental charges, marking for applying paint,brushes, equipments etc., complete as per MORTH Specification No.803 and as directed by the departmental officers. |
| 16 | Providing and fixing Reflective Road Studs of 'Category - A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS mouled body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. The reflective raised pavement markers shall also confirm to the MORTH corcular No RW / NH 33023 / 10 / 97 - DO.III, dt 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum refelctive area of 13 Sq.cm. on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of dia not less than 19 +/-2 mm and height not less 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacture's rercommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORTH specification 804 etc., complete. The cost inclusive of studs and other tools and plants fixing materials drilling holes etc., complete as per MORTH Specification and as directed by departmental oficers. |
| 17 | Providing and laying (to level and slope) and jointing Reinforced Concrete Heavy duty non pressure pipes, IS class NP3 of 300mm diameter with flush joints including testing of joints etc., complete complying with AISS and as directed by the departmental officers. |
| 18 | Providing, Supplying and Laying of Pre-cast Cement Concrete Block of size 200mm x 100mmx 100mm for heavy drive road ways and heavy loaded truck parking area of required strengthofM-40 grade made with suitable vibratory method mould, laid in required design & patten at site over 50mm thick compacted bed of sand, compacting and proper embedding / laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand etc., complete and as directed by the departmental officers. |
| 19 | Providing and laying Plain Cement Concrete 1:4:8 (One part of cement, 4 parts of M. Sand (Crushed Stone Sand) & 8 Parts of 40 mm nominal size metal ) for foundation using 40 mm nominal size graded metal including mixing, laying, levelling, consolidation, finishing and curing etc., complete complying with AISS and as directed by the departmental officers. |
| 20 | Providing and laying in position of RCC Grade M30 using batching plant transit mixer & manual placing in accordance with IS:456-2000, using 20mm and down graded aggregates for all RCC items of works with minimum cement content and maximum water cement ratio including admixture (plasticizer / super plasticizer) in recommended proportions to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per Mix Design, excluding cost of reinforcement grill, fabricating charges, centering and shuttering and including laying, vibrating with mechanical vibrators, finishing, curing, etc, complete complying with standard specification and as directed by the departmental officers. The coarse and fine aggregates to be used should comply with the requirements of IS Standards. (No separate payment will be made by the Department for the excess usage of materials). |
| 21 | Providing filter media with 6 to 20mm ISS size graded metal and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance of all materials to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., completed as per standard technical specifications 2504.2.2 of MoRT&H and as per the directions of Engineer in charge. |
| 22 | Supplying and laying in trenches 110 mm dia. PVC inflow pipe line 6 Kg./CM2 with necessary pipe specials such as elbow, tee, union joint etc., and the joints being tightened including threading cost of pipe,specials etc.,complete complying with AISS and as directed by the departmental officers. |
| 23 | Providing Form work including centring, shuttering for wall concrete so as to give a rough finish shuttering and propping etc., complete complying with AISS and as directed by the departmental officers. |
| 24 | Supplying and Fitting MS Grating for drain (Size 200mmX250mm) including cost and conveyance of all materials to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., as directed by the departmental officers. |
| 25 | Pumping the surface water from the earthwork portion / Rain water from the low lying area wherever required in the Port area with 5 HP Mud Pump. The cost including hire charges for 5 HP Mud pump, diesel, oil, manpower, etc., complete and as directed by the departmental officers. Please Enable Macros to View BoQ information |
