Renovation of Durlabhdih Khas Bandh vill- Durlabhdih Panchayat- Birsingpur Block- Nirsa ,Dist- Dhanbad

Jungle clearance in Borrow area, building premises flanks and slopes on the roads, canals and embankement by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and levelling etc. complete as per direction of E/I (Vide Item No. 5.1.3.1 Part - B/Part - A 2.02

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)

E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed),vide type of soil item -C With 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. (Vide Item No. 7.1.43.6, Part - B, Pg. no. 138

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}

Earth work in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar , pebbles and boulders upto 300mm size and disposal of same (beyond 50 M away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all lifts as per specification and direction of E/I. (WRD 5.1.14.1)

Earth work in excavation of foundation trenches in ordinary soil (vide classiffication of soil item - A) and disposal of excavated earth so obtained to a distance up to 50 M and Av. lift of 1.5 M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (WRD. 7.1.27 )

Providing Coarse clean local sand in filling in foundation trenches including ramming, watering, royalty, and all other taxes complete job as per specification and direction of E/I. (WRD. 7.1.37)

Providing designation 75A 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 Brick flat soling work with designation 75 A, Bricks joints filled with local sand free from clay contents incluing royalty and all taxes etc. complete job as per specification and direction of E/I. (WRD 7.7.14)

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

Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15 using batching plant & Concrete pump. RCD 12.08 A CASE II

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 randam rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.(BCD. 5.2.28)

Providing randam rubble stone masonry in CM (1:4) in superstructureincluding cost of screening of materials scaffolding raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.2.31)

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)

Providing 25mm thick 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 5.7.12)

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)

Supplying of 250 MM dia NP-2 R.C.C., Hume Pipe with collar as per I.S.S. 458 - 1971 Vide Item Code : M - 300 - IV, Pg. No. 84, Part - B WRD.

Labour for laying, fitting and fixing of 250 mm dia N.P. - 2 Hume Pipe with colours in line level and grade as well as providing approved jointing materials and joints properly filed to make them water proof all complete, as per specification and direction of E/I. (WRD 7.6.1.2)

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)

Earth Work in filling in foundation tranches or back filling of massonary structure with suitable earth in layers not exceeding 150 mm thick well watered, ramed and fully compacted and finally dressed with earth obtained from excavation of foundation tranches and kept at a lead of 30 M and initial lift of 1.5 M complete as per specification and direction of E/I (WRD. 6.1.16)

Carriage of Material :(a) Cement + Steel Lead 15 Km. Surface road

(b) Sand Lead 20 Km. Surface road

(b) Chips Lead 30 Km. Surface road

(c) Stone boulder avg. Lead 30 Km Surface road

(d) 250 MM Dia. N.P2, H.P AV. Lead 125 Km Surface road

(v) Brick . Av. Lead 20 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 Nauclea cadamba (kadam) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.DSR 7.60

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%

Please Enable Macros to View BoQ information