Water Resources Department-WRD has published Renovation Of Tiltoriya Bandh Under Block Egyarkund Dist Dhanbad. Submission Date for this Tender is 03-03-2020. Building Repair Tenders in Egyarkund Jharkhand. Bidders can get complete Tender details and download the document.
| Name of Work: Renovation of Tiltoriya Bandh, Under Block : Egyarkund, Dist. : Dhanbad. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Providing jungle clearance in Borrow area building premises flanks and slopes of 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. all complete job as per approved design, building specification and direction of E/I (5.1.3.1) | 1100 | M2 | |
| 2 | 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pabbles 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. (7.1.43.2) | 33732 | M3 | |
| 3 | 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pabbles 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. (7.1.43.1) | 22488 | M3 | |
| 4 | 4 | Hire charges of 5 H.P. Diesel operated pump for bailing out water form foundation trenches where necessary including cost of fuel pay of operator with depreciation and major repair including profit (Pump Supplied by Agency) Page - 44 of S.O.R. Sl. No. 12 | 100 | Hrs. | |
| 5 | 5 | 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 average lift of 1.5 M including levelling ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (7.1.27) | 86.74 | M3 | |
| 6 | 6 | Providing Course clean local sand in filling in foundation trenches including ramming, watering, royalty all complete job as per specification and direction of E/I. (7.1.37) | 3.2 | M3 | |
| 7 | 7 | Providind brick flat soling work with designation 75A bricks joints filling with local sand free from clay contents including royalty etc. all complete job as per specification and direction of E/I. (6.6.5) | 42.2 | M3 | |
| 8 | 8 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation with approved quality of 20 MM graded cparses aggregated complete job as per specification and direction of E/I. (7.3.4) | 13.72 | M3 | |
| 9 | 9 | Providing rough dressed random rubble SM in CM (1:4) in foundation with approved quality of coarse sand of requisite F.M. (2.5 tpo 3.0 ) washed and screened with raking out joints to 12 mm depth curring, scaffolding and its removal whereecer required including royalty etc. complete job as per specification and direction of E/I. (7.4.10) | 6.78 | M3 | |
| 10 | 10 | Providing rough dressed random rubble SM in CM (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 tpo 3.0 ) washed and screened with raking out joints to 12 mm depth curring, scaffolding and its removal whereever required including royalty etc. complete job as per specification and direction of E/I. (7.4.13) | 10.26 | M3 | |
| 11 | 11 | Brick work in designation 75A Brick work with Cement mortar (1:4) in foundationwith approved quality of coarse sand of requisite F.M. (2.5 tpo 3.0 ) washed and screened with raking out joints to 12 mm depth curring, scaffolding and its removal whereever required including royalty etc. complete job as per specification and direction of E/I. (7.4.2) | 1.28 | M3 | |
| 12 | 12 | Providing 25 MM thick C.P. (1:4) with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty etc. complete job as per specification and direction of E/I. (7.5.5) | 34.2 | M2 | |
| 13 | 13 | Providing 12 MM thick C.P. in C.M. (1:4)with approved quality sand of requisite F.M. (2.5 to 3.0) washed and screened and its removal, royalty etc. complete job as per specification and direction of E/I. (7.5.2) | 7.24 | M2 | |
| 14 | 14 | Providing 1.5 thick cement punning including curing etc. complete job as per specification and direction of E/I. (7.5.10) | 11.7 | M2 | |
| 15 | 15 | Supplying of 2.50 MM dia NP-2 H.P. from factory work site - do - do - e/I (p - 24, m - 25 (iv) ) | 35 | M | |
| 16 | 16 | Labour for laying, fitting and fixing N.P. - 2 HP - do - do - as per specification and direction of E/I. (7.6.12) | 35 | M | |
| 17 | 17 | E/W in filling in foundation tranches and back filling of structures in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained profile within a lead of 30 M and lift of 1.5 M complete job as per specification and direction of E/I. (7.1.31) | 57.08 | M3 | |
| 18 | 18 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the country side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/l. (5.1.8) | 446.16 | M3 | |
| 19 | 19 | Providing P.C.C./R.C.C. M-150 with nominal mix of (1:2:4) in various component of dam foundation with approved quality of 20mm graded eoarde aggregate of required graded as per disign approved quality of sand of requisite F.M (2.5 to 3) washed and screened excluding cost of shuttening or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tolls and plants and vibra tion, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. (6.3.3) | 69.39 | M3 | |
| 20 | 20 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/l. (6.4.8) | 57.7 | M2 | |
| 21 | 21 | Providing rough dressed random rubble stone masosry in cm. (1:4) in superstructure with approved quality of coarse sand of requisite F.M. (2.5 to 3) washed and screened with raking out joints, curing, scaffolding and its removal where required including royally and all taxes etc. complete Job as per specificition and direction of E/l. (6.4.11) | 33.67 | M3 | |
| 22 | 22 | Providing P.C.C. or R.C.C. M -150 with nominal mix of (1.2.4) in various componest of dam superstructure with approved quality of 20mm graded coarse aggregate of required graded as per design approved quqlity of sand of requisite F.M. (2.5 to 3) washed and screened including cost of shuttering or form work as well of reinforcement its cutting, bending, binding and placing but including necessary tools and plants and vibration, cutting, royalty all taxes etc. complete job as per specification and direction of E/l. (6.3.8) | 1.2 | M3 | |
| 23 | 23 | Providing shuttering including structing, propping etc. and its removal after use in foundation as per specification and direction of E/I. (6.3.20) | 98.54 | M3 | |
| 24 | 24 | Providing 25 mm thick cement plaster (1:4) in cement mortar with approved quality of sand of requisite F.M. (2.5 to 3) washed and screened including curing, scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification and direcition of E/l. (6.5.5) | 71.24 | M3 | |
| 25 | 25 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. all complete as per specification and direction of E/I. (5.6.4) | 21.6 | M.T. | |
| 26 | 26 | Earth work in filling in foundation trenches or back filling of masonry structure with state earth in layer not exceeding 150mm thick well watered rammed and fully compacted and finely dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift 1.5m complete as per specification and direction of E/l. (6.1.16) | 149.12 | M2 | |
| 27 | 27 | Carriage of Materials : (i) Cement Av. Lead 20 KmP | 41.26 | M.T. | |
| 28 | 28 | (ii) Sand Ab. Lead 20 KmP | 79.19 | M3 | |
| 29 | 29 | (iii) Stone Chips Av. Lead 30 KmP | 69.69 | M3 | |
| 30 | 30 | (iv) Stone Boulder Av. Lead 30 KmP | 100.12 | M3 | |
| 31 | 31 | (v) Bricks Av. Lead 3. KmP | 1892 | %0 | |
| 32 | 32 | (vi) 250 MM N.P. - 2 H.P. Av. Lead 95 KmP | 35 | %m | |
| 33 | 33 | SGST @6% and CGST @6% (Total 12%) : | 1 | each | |
| 34 | 34 | Labour cess 1% | 1 | each |
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