Public Works Roads Department has published Construction Of Madan Kamdev Gate Along With Widening And Beautification Of Road (Nh-15 To Madan Kamdev From Ch 0.0M To 55.0M ) Under Sopd-G For The Year 2023-24.Jalukbari Lac. Submission Date for this Tender is 28-08-2023. Road Repair Tenders in Kamrup Metro Assam. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Construction of Gate DISMANTLING WORK |
| 2 | Demolising RCC Work manually/ manual means including stacking of steel bars and disposal of unserviceable material with 50 m leads as per direction of engineer in charge |
| 3 | Construction of Gate EARTHWORK IN EXCAVATION |
| 4 | EARTHWORK IN EXCAVATION Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil. |
| 5 | Construction of Gate BRICK SOLING |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). |
| 7 | Construction of Gate CONCRETE WORKS (PCC) |
| 8 | 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) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Construction of Gate FORM WORK |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts Column |
| 14 | Construction of Gate REINFORCEMENT |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 16 | Construction of Gate REINFORCED CEMENT CONCRETE (RCC) WORKS |
| 17 | Providingandlayinginpositionspecifiedgrade of reinforced cement concrete, excluding the cost ofcentering,shuttering,finishingand reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from the natural source : 3 graded stone aggregate 20 mm nominal size derived from natural source) |
| 18 | Reinforced cement concrete work in walls (any thickness), includingattached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from the natural source : 3 graded stone aggregate 20 mm nominal size derived from natural source) |
| 19 | Construction of Gate BRICK MASONARY WORKS |
| 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 21 | Construction of Gate CEMENT PLASTER |
| 22 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) |
| 23 | Beautification of Gate |
| 24 | Texture Painting and sculpture work in the external surface of the Gate |
| 25 | Widening of Road Part( Ch.0.00m to 55.00m) |
| 26 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to beused or auctioned up to lead of1000metres including removal and disposal of top organic soil not exceeding 150mm thickness. Area of non thorny jungle |
| 27 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comp g actin to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 Private Land |
| 28 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. Private Land. |
| 29 | Construction of granular sub-baseby providingwell gradedmaterial, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with threewheel 80-100 kN static roller capacity to achieve thedesired density, complete as per Technical Specification Clause 402. ( Qty.taken from statement 2) |
| 30 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness,hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 |
| 31 | Providingand laying interlocking concrete block pavement(M40) having thickness 80mm as per technical specification clause 1504(inclusive of Edge restraint and carriage) |
| 32 | Providing colouredinterlocking concrete block pavement(M40) having thickness 80mm as per technical specification |
| 33 | Boulder Masonry Wall |
| 34 | EARTHWORK IN EXCAVATION Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil upto 3m |
| 35 | SOLING (DRY RUBBLE FLOORING ) Providing and laying of dry rubble flooring complete as per drawing and specification clause 1303.3 |
| 36 | CONCRETE WORKS (PCC) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone P.C.C grade M 10 |
| 37 | COURSED RUBBLE MASONRY Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort) In 1:4 cement mortar |
| 38 | PLASTERING Plastering with cement mortar (1:4) , 15mm thick on brick work in substructure as per technical specification clause 613.4 and 1204 |
| 39 | WEEP HOLE Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 |
| 40 | Extension of Existing 1000mm Dia SHPC |
| 41 | Dismantling Stone Masonry as per Technical Specification Clause 202: Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. Rubble Stone Masonry in Cement Mortar Qtty. in Statement 1 |
| 42 | Extension of Existing 1000mm Dia HPC |
| 43 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 44 | Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 45 | Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (i) Sand Filling |
| 46 | Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204 In 1:3 cement mortar |
| 47 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 48 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia |
| 49 | Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706 |
| 50 | Internal and External Electrification Work( 12.5% of Civil Work Cost of the gate) |
| 51 | Shifting of Utilities ( Electric Ploes, Transformer) |
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