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| 1 | Hire charges includes transporatation at site within Muncipal Limits, Loading, Unloading, Placing and removing complete. |
| 2 | Wooden stage height 120 to 180 cm.with steps made of 50 mm dia iron pipe frame with adjustable height system and having smooth top wooden board complete . |
| 3 | Aluminium German Hanger Tent Roof made up of Waterproof, Fire resistant Synthetic Rubber fabric of 885 GSM. |
| 4 | Non woven synthtic carpet (Red/Green) (New) |
| 5 | PVC chair |
| 6 | VIP Chair with cushion |
| 7 | Deluxe sofa , Three Seater |
| 8 | Deluxe sofa, Two Seater |
| 9 | Deluxe sofa, Single Seater |
| 10 | Water proof dome with truss steel strcture, inner ceiling & curtains 90' span |
| 11 | White Cotton chader (Sheet) (Washed) |
| 12 | Woolen Carpet (New). |
| 13 | Steel pipe pedded chair |
| 14 | white cotton cloth cover for padded chair inculding ribbon |
| 15 | Centre Table Glass Top 2'x4' |
| 16 | Cotton Durry (New). |
| 17 | Pipe Pandal with covering ht from to 12 to 18 ft |
| 18 | Water Proof Tripal. |
| 19 | Wooden Table 6' x 2' (Babool). |
| 20 | Hire charges including transportation at site, loading, unloading, laying, fixing and removing complete as per direction. Platform work of height 15 cm to 30 cm, 19 mm thick ply to be fixed on Iron frame with internal and outer adequate support to each other with proper levelling and other finishing complete. (Plan area to be measured) |
| 21 | Hire charges including transportation at site, loading, unloading, straightening, fixing and removing complete as per direction. Octanorm laminated Stall work of height 2.40 m to 3.10 m with three side covered with internal and outer adequate support to each other with proper levelling & providing two wooden tables of size 2’×6’ and Four Nos. chair with cushion & cover neat and clean complete with finishing. (Plan area of stall will be measured for payment) |
| 22 | Barricading with M.S. Pipe as per design including tying with vertical post including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m upto 1.5m above ground level and vertical supports upto 2.5 centre and upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides and providing retro reflective tapes for traffic safety as per direction of Engineer-in charge in all types of soil. |
| 23 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
| 24 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead |
| 25 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 26 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 27 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 28 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material |
| 29 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil |
| 30 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means |
| 31 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 32 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
| 33 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil |
| 34 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201. By Manual Means |
| 35 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 36 | Carriage of Earth, Sand, Lime, Morrum manure or sludge including loading, unloading complete with 5 km. Lead. |
| 37 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material |
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