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| 1 | PART-A: ROAD WORK |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle |
| 3 | 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 50 m as per MoRTH Specification Clause 305.3 |
| 4 | 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 |
| 5 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 |
| 6 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'A' : Dentated units to key into each other on all four faces Zigzag shape as per IRC:SP:63-2004 |
| 7 | Sprinkling of water around Helipad as direction given by engineer-in-charge |
| 8 | Providing & covering by GOBAR LAP on Helipad as direction given by engineer-in-charge |
| 9 | PART-B: BUILDING WORK |
| 10 | Barricading with Sal ballies as per design including tying with vertical post by coconut strings 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. |
| 11 | Making of holes in cement concrete/ Bitumenous road by power driven hammer for barricating work as per direction of Engineer in charge |
| 12 | 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 . For 2 Days. |
| 13 | Dunlop mattress with white chadar size 6'x3'. For 2 Days. |
| 14 | Tables : Centre Table Glass Top 2'x4' For Days. |
| 15 | Floor Covering : Non woven synthtic carpet (Red/Green) (New) For 2 Days. |
| 16 | Deluxe sofa Two Seater for 2 Days. |
| 17 | Water Proof Tent with pipe pandal supported with Bamboo/Balli /MS Pipe frame. For 2 Days. |
| 18 | Water proofing canopy with ornamental frill, inner ceiling & curtains Above size 20'x20' For 2 Days. |
| 19 | Chairs : PVC chair for 2 days. |
| 20 | Chairs : Steel pipe pedded chair for 2 days. Please Enable Macros to View BoQ information |
