Tender For Project For Reconstruction Of Siswa Neura Minor (Km 2.580 To 3.260) And Siswa Madhav Minor (Km 2.650 To 2.850) Affected By The Construction Of Campierganj Branch Located In Siddharthnagar District And Construction Of Culvert At Km 2.810 Of
Tender Overview
Project Description
Tender for Project For Reconstruction Of Siswa Neura Minor (Km 2.580 To 3.260) And Siswa Madhav Minor (Km 2.650 To 2.850) Affected By The Construction Of Campierganj Branch Located In Siddharthnagar District And Construction Of Culvert At Km 2.810 Of Siswa Neura Minor.
BOQ
| Sl. No. | Item Description |
| 1 | L-Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. |
| 2 | Earth work in digging of connecting Canal on Siswa-Neura Mr. from Km. 2.580 to 3.260 L/S and Siswa Madhaw Mr. from Km. 2.650 to 2.850 R/S of Campierganj Branch including all lead and lift with proper disposal and dressing i/c all labour and T&P etc. |
| 3 | Constructing V.R.B. (Box Culvert) at Km 2.810 on Naunahawa Village P.W.D. Road for Sisawa Neura Mr. of Campierganj Branch |
| 4 | E/W in making Road diversion with dressing & manual compaction for i/c cost of all material,T&P etc. |
| 5 | E/W in excavation of foundation i/c digging & refilling the trenches with its proper disposal i/c cost of all material, labour and T&P etc. complete |
| 6 | Centering & shuttering for P.C.C of Raft and Toe Wall i/c cost of all material, labour and T & P etc complete |
| 7 | Laying M-15 (1:2:4) PCC in foundation with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T& P etc |
| 8 | Laying M-20 (1:1.5:3) CC in Toe wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material, labour and T&P etc |
| 9 | Centering & shuttering for R.C.C Raft slab & Abutment and Pier i/c cost of all material, labour and T& P etc complete |
| 10 | Laying M-25 (1:1:2) RCC in Abutment, Pier, Slab, Hunch, Parapet & Retaining wall with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material , labour and T&P etc |
| 11 | Laying M-25(1:1:2) CC in wearing coat with crushed stone grit 4.75 mm- 20.00 mm size and chopan coarse sand and i/c cost of all material , labour and T& P etc |
| 12 | Cutting, bending & binding of steel with placing i/c cost of all material, labour and T & P etc complete |
| 13 | Laying & fixing of joint filler board 20 mm Thick of thermacoal as specified locations i/c cost of all material, labour and T & P etc complete |
| 14 | Dewatering from 5HP pump as per details attached i/c cost of all material, labour,and T&P etc complete. |
| 15 | Earth work in making ramp with manual compaction & proper dressing i/c labour and T&P etc complete. |
| 16 | Dry Brick edge soling including preparation of sub grade and filling joint with local sand on ramp i/c cost of all material, labour,and T&P etc complete. |
| 17 | Removal of E/W from road diversion & disposal on S/R &beyond 30.00 m/c cost of all lead lift labour and T & P etc. 90.00% Quantity of item no.(1) |
| 18 | Supplying & fixing of P.V.C. water Stop seal 10mm i/c cost of all material ,labour and T & P etc complete |
| 19 | Supplying & fixing of P.V.C. Drainge spout pipe i/c cost of all material ,labour and T & P etc complete Please Enable Macros to View BoQ information |
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