Renovation of Khas Bandh Vill- Kenduwatand, Panchayat- Rupan Block- Purvi Tundi Dist- Dhanbad

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (WRD 7.1.43.1)

E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (WRD 7.1.43.2)

Hire Charges of 10 HP disel Operated pump for bailing out water from foundation trenches where necessary including cost of fuel , pay of operator with depriciation and major repair including profit (pump supplied by agency)- all complete as per direction of E/I { SOR Item code PM-29 pg 82 part A} ( CP+OH)

Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1)

Extra for earth work in hard soil as per specification and dir- ection of E/I.(Vide classification of soil item-B) (5.1.2)

Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Vide Item no. 5.1.10

Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.BCD-5.6.3

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).BCD-5.3.1.4

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).BCD-5.3.1.2

Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. (BCD 5.2.6)

Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. .(BCD-5.1.7)

Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.7.2)

Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (BCD 5.7.11)

Carriage of materials by mechenical transport including loading, unloading and stacking etc. all complete as per specification and direction of E/I (i) Cement Av. Lead Km Surface Road

(ii) Sand Ab. Lead Km Surface Road

(iii) Stone Chips Av. Lead Km Surface Road

(v) Brick . Av. Lead Km Surface Road

Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) D.S.R 2.14.4/2025 Horticulture. Holes 45 cm dia, and 45 cm deep

Providing and stacking of Dalbergia sissoo (Seasam) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.(DSR 2025 7.23)

Providing and stacking of Ficus religiosa (Peepal) of height 150-165 cm. in big poly bags of size 30 cm as per direction of the officer-in-charge.DSR 7.36

Providing and stacking of Mangifera indica (Mango-grafted ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. DSR 7.53

Providing and stacking of polyalthia longifolia (Ashok) ) of height 60-75 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. DSR 7.74

Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect.. 2.26 D.S.R horticulture

Goods & Service Tax (G.S.T.) - 12%

Labour Cess - 1%

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