Tender For Construction Of Temporary Bus Stand Along With Vehicle Turning Area And Parking Zone For Pilgrim Busses, Barricading And Drop Gate At Construction Of Temporary Pilgrim Holding Zone Beside Beach Road No. 6 At North Side At Sagar Island For
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Project Description
Tender for Construction Of Temporary Bus Stand Along With Vehicle Turning Area And Parking Zone For Pilgrim Busses, Barricading And Drop Gate At Construction Of Temporary Pilgrim Holding Zone Beside Beach Road No. 6 At North Side At Sagar Island For Gangasagar Mela 2027 Under Diamond Harbour Highway Division In The District Of South 24 Parganas.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Reference to MoRT&H's specification clause 201)By Manual Means In area of light jungle |
| 2 | Maintenance of Earth Shoulder (stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor as per the requirement of MORT&H's specification 3003. Note The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal. |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 4 | Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 5 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (d) Soling or dry pavement with one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) |
| 6 | Labour for taking out one brick-on-edge laid in herring bone pattern over a layer of brick flat (thickness 125 mm plus 75 mm) brick-on-end including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 7 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction. (a) Single brick flat soling (thickness 75 mm.) |
| 8 | Labour for taking out old soling edging including removing debris (a) Single flat soling |
| 9 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by consolidating Brick Bats (63 mm to 45 mm) with moorum screening : |
| 10 | Hire and labour charges for 100mm dia bamboo railing on 150mm dia Jhau/Eucalyptus or other approved timber 1.4 m above G.L. and 0.60 m below G.L. including tying strongly with coir ropes and boring holes for posts in any soil /black top/concrete surface, packing the sides etc. including cost of carriage of all materials and labour complete and maintaining barricading for a period beyond 5(five) days after the reported & recorded time of completion of the entire work to the satisfaction of Engineer-in-Charge, including restoration to the damages of the ground to its original condition as per direction of Engineer-in -Charge after removing the barricade. [Cost of restoration will be paid separately.]100 mm. dia bamboo railing & 150mm. diaJhau/Eucalyptus/other approved timber posts @ 1.80m apart(i) Railing with 4 rows. |
| 11 | Hire and labour charges for providing \\"Drop Gate\\" with 15 cm dia salbullah of length not less than 8 meter including hoisting and fitting fixing with bolts and nuts to vertical posts (100 mm dia : 2 nos on each flank embedded 750 mm below G.L) and providing counter load of concrete or stone or iron block at the fulcrum end including painting two coats in alternate band providing 'STOP' plate, jute rope of necessary length etc complete including dismantling and removal as per direction of the Engineer in charge. |
| 12 | Supplying of Silver Sand stored & stack at site. |
| 13 | Supplying of Brick bats stored & stack at site. |
| 14 | Supplying empty cement bags in good condition & filling empty cement bags with earth and placing them in position including tying and sewing mouth (cost of thread included) and all incidental charges complete but including cost od gunny bags and earths. |
| 15 | Protection of embankment by closely driven 150 mm diameter Eucalyptus Bullah, each of 4500 mm total length, driven 3000 mm length into ground @ 350 mm center to center keeping 1500 mm length above ground, including fittings of three numbers half split 100 mm diameter eucalyptus bullah Runner, along full length of the walling including 100 mm diameter eucalyptus bullah tie of 1500 mm. in length, fitted @ 2000 mm center to center with Tie-post anchoring by driving 100 mm diameter eucalyptus bullah Tie post of 1500 mm. in length, 1200 mm length driven into ground on the road side @ 2000 mm centre to centre, 2 (Two) coat coal tarring on Eucalyptus bullah used complete as per direction including the cost of supplying eucalyptus bullah, nails, bolts, wires, etc. andlabour charges for cutting bullah, driving charges for driving ballah into ground, fitting, fixing charges for Runner & Tie, including excavation charges, carriage & labour charges all complete in all respect as per direction of Engineer-in-Charge. |
| 16 | Supplying of Mazdoor (Male) for emmergent petty works during mela with axe, shovels, jhora etc. |
| 17 | GST @ 18.00% over Sl. No. 1 to Sl. No. 16 |
| 18 | Labour welfare Cess @1% already added in the rate analysis Please Enable Macros to View BoQ information |
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