End to End Interlocking Paver and Plantation work on Main road Under NCAP file No. 03/26X3/3

15.2 Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. 15.2.2 1:4:8 or leaner mix

2.5 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. 2.5.1 All kinds of soil

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.7 Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. 4.1.4 Cement concrete grade M-10 (Nominal Mix) with 20 mm maximum size of stone aggregate

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level.4.1.2 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

4.3 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. 4.3.1 Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

2.18 Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. 2.18.2 Crusher Stone Dust

11.43 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine ith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

11.43.1 Providing and laying 80mm thick factory made cement concrete interlocking paver block of M -40 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

6.3 Brick work with chimeny brick of class designation 40 in superstructure above plinth level upto floor 2 level including the cost of scaffolding in :6.3.2 Cement mortar 1:6(1 cement : 6 coarse sand)

11.1 Permanent Hedges: Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep, refilling the excavated earth mixed with compost/manure, (compost/manure will be paid separately) and supplying and planting hedge plants (duranta, Clerodendrum, pedilanthus etc. at 30 cm apart including watering and maintenance for 3 months).

11.2 Planting of Trees and Maintenance: Planting of Trees and their Maintenance for one Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year)

11.3 Supplying, stacking and spreading of good earth for plantation at site including royalty and carriage earth measured in stacks will be reduced by 20% for payment.

11.4Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment)

11.5 Supplying, stacking and spreading compost/ manure from approved source, (manure measured in stacks will be reduced by 8% for payment)

11.12 Edging with 2nd class Bricks, laid dry lengthwise Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling, consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50 metres.

11.11 Plantation: Providing and planting different variety of plants of approved quality and sizes as mentioned including making pits of required size at site, refilled with B.C. Soil mixture manuring and pesticide etc. complete (to be paid separately) including watering and 90 days maintenance from the date of final bill as per direction of Engineer-inCharge complete in all respect (B.C. Mixture paid separately). 11.11.1 Shrubs: Bahunia Tomentosa, Beloperone Species, Caselpinnia Pulcherima, Caliandra Emarginata, Callandra Hybrida, Cassia Bi flora, Cassia Laevigata, Cestrum Nocturnum, Dombeya Mastersii, Euphorbia Caracasana, Euphorbia Pulcherima, Excorea bi color, Excorea tri color, Ficuas Blackii, Ficus Reginold, Ficus Panda, Gardenia, Gulphinia, Jasminoides, Hamelia Pattens, Heliconia, Hibiscus Rosasinensis, Hibiscus Verigated, Hibiscus Viceroy, Jatropha Multifida, Largestomia Indica, Malpighia Coccigera, Murraya Exotica, Murraya Koeniggi, Murraya Sambucum, Mussaenda Erythrophylla, Nerium Oleander, Nyctanthus Arbortristis, Plumbego Capensis, Putranjeeva Roxburghii, Tabernaemontana Coronaria, Tabernaemontana Divaricata, Tecoma Gaudi Chaudi, Tecoma Stans, Thevetia Nerifolia, Thuja Compacta and equivalent plants.

11.24 Tree Guard with MS Iron Providing and fixing MS Iron tree guard 60 cm dia and 2 meter high above ground level formed of 4 Nos (25x6mm) and 8 Nos (25x3mm) vertical MS riveted to 3 Nos (25x6 mm) iron rings in two halves, botted together with 8 mm dia and 30 mm long bolts including painting two coats with paint of approved brand over a coat of priming, complete in all respects.

11.15 Making Tree Guard 53 cm dia and 2 metres high as per design from empty bitumen drums (Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums, slit suitably to permit sun and air, ( supplied by the department at stock issue rate) including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and providing and fixing 2 no’s MS sheet rings 50 x 0.5 mm with rivets complete in all respect)

11.27 Rain Water Harvesting Construction rain water harvesting recharge trench cum recharge shaft/ well including grating passage joining storm water drain and trench having brick walls, RCC cover slab and filled with layers of filter media (size 75 mm to 100 mm), grating having brick walls and CC 1:2:4 base and PVC pipe shaft packed with gravel, provided with wire screen and bottom plug complete as per drawing, direction of the Engineer and MORT&H specifications sections 300, 1000, 1300, 1500, 1600 and 1700. (Dimension of rain water harvesting pit 6.5 m depth, 2.10-meter inner dia, wall width 375 mm and top slab thickness 150 mm)

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