Tender For Construction Of I.Permament Restoration Work At Oragitok To Dura Kalakgre
Tender Overview
Project Description
Permanent Restoration Works By Construction Of Retaining Wall At 1. Anogre Gabil Road At Ch 4150.00 M. ( Length-20.00 M ) 2. Oragito To Durakalakgre At Ch. 3020.00 Rhs ( Length-10.00 M ) M & 3018.00 M Lhs ( Length-7.00 M )
BOQ
| Sl. No. | Item Description |
| 1 | Permament Restoration of Anogre Gabil Road at Ch 4150.00 M. |
| 2 | Retaining WallConstruction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 |
| 3 | Earthwork in excavation for structures |
| 4 | Plain cement concrete M 10 grade |
| 5 | Stone masonry in cement mortar 1:5Random Rubble Masonry |
| 6 | Filter material behind retaining wall / breast wall as perSpecification 1204.3.8 in a width of 600 m |
| 7 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of Embankment with approved Material Obtained from Borrow Pits with a lift upto 1.50 M from Borrow Pits |
| 8 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications. |
| 9 | Providing weep holes in Brick masonry/Plain/Reinforced dia AC pipe, extending through the full width of thestructure with slope of 1V :20H towards drawing foce.Complete as per drawing and Technical specifications |
| 10 | Cost of Haulage excluding loading and unloading (Carriage of G.S.B. and course aggregates,quarry to work site). |
| 11 | Stone/GSB :- Surface Road = 93.00 Km |
| 12 | Sand |
| 13 | Cost of Haulage excluding loading and unloading (Carriage of cement and bitumen,nearest depot to work site). |
| 14 | Cement |
| 15 | Loading and unloading of Boulder by Manual Means, etc. |
| 16 | Loading and unloading of cement, steel or bitumen by manual means, etc. |
| 17 | Permanent Restoration work at Oragitok to Dura Kalakgre |
| 18 | Retaining wall at Chainage 3020.00 m to 3030.00 m RHS |
| 19 | Earth work in excavation for foundation of structures upto 3.00 m deapth as per drawing and Technical specification Clause 1104, including shiftingout, cconstrution of shoring and bracing,removal of slumps and other deleterious matter,dressing of sides etc. |
| 20 | Providing concrete (P.C.C grade M 10) for plain concrete in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads. |
| 21 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III.Random rubble masonry(i) In Cement Mortar 1:3 |
| 22 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 23 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 24 | Loading and unloading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means . |
| 25 | (i) Loading and unloading of Stone |
| 26 | (ii) Loading and unloading of Sand |
| 27 | Loading and Unloading of Cement or Steel by Manual Means and stacking |
| 28 | Cost of Haulage excluding loading and unloading |
| 29 | For StoneCase-I : Surfaced Road |
| 30 | Case-III: Katcha |
| 31 | For Sand Case-I : Surfaced Road |
| 32 | Case-III: Katcha |
| 33 | For cementCase-I : Surfaced Road |
| 34 | Permanent Restoration work at Oragitok to Dura Kalakgre |
| 35 | Retaining wall at Chainage 3018.00 m to 3025.00 m LHS |
| 36 | Earth work in excavation for foundation of structures upto 3.00 m deapth as per drawing and Technical specification Clause 1104, including shiftingout, cconstrution of shoring and bracing,removal of slumps and other deleterious matter,dressing of sides etc. |
| 37 | Providing concrete (P.C.C grade M 10) for plain concrete in open foundations including cost of form work as & where necessary,curing complete as per drawing and Technical specifications clauses 802, 803, 1202 & 1203 of specification of Rural Roads. |
| 38 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204III.Random rubble masonry(i) In Cement Mortar 1:3 |
| 39 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 40 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 41 | Loading and unloading of Lime,,Stone Boulder,Brick Aggregate.Kankar,Building Rubbish,Crushed slag,stone for Masonery work by mechanical means . |
| 42 | (i) Loading and unloading of Stone |
| 43 | (ii) Loading and unloading of Sand |
| 44 | Loading and Unloading of Cement or Steel by Manual Means and stacking |
| 45 | Cost of Haulage excluding loading and unloading |
| 46 | For StoneCase-I : Surfaced Road |
| 47 | Case-III: Katcha |
| 48 | For Sand Case-I : Surfaced Road |
| 49 | Case-III: Katcha |
| 50 | For cementCase-I : Surfaced Road |
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