Tender For Various Repair Of Cd Work Under Div. Bayana
Tender Overview
Project Description
Tender For Various Repair Of Cd Work Under Div. Bayana 2 Dismantling Of Cement Concrete Pavements By Mechanical Means Using Pneumatic Tools Breaking To Pieces Not Exceeding 0.02 Cum In Volume And Stock Piling At Designated Locations And Disposal Of Dismantled Materials Upto A Lead Of 1000 M, Stacking Serviceable And Unserviceable Materials Separately 3 Construction Of Cd Work Ghatoli To Milsawan Upto Up Border Via Mertha, Ibrahimpur 4 Construction Of Cd Work Nahroli Road To Barah Chajja 5 Earthwork In Excavation For Structures As Per Drawing And Morth Specifications Clause 304.1 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 Depth 6 Construction Of Cd Work Ghatoli To Milsawan Upto Up Border Via Mertha, Ibrahimpur 7 Construction Of Cd Work Nahroli Road To Barah Chajja 8 Providing Concrete For Plain/Reinforced Concrete In Open Foundations Complete As Per Drawings And Morth Specifications Clause 1702, 1703, 2102 & 2104 Pcc Grade M15 Nominal Mix 1:2,5:5 9 Construction Of Cd Work Nahroli Road To Barah Chajja
BOQ
| Sl. No. | Item Description |
| 1 | Item Description |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 3 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 4 | Construction of CD Work Nahroli road to Barah chajja |
| 5 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 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 depth |
| 6 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 7 | Construction of CD Work Nahroli road to Barah chajja |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 PCC GRADE M15 Nominal mix 1:2,5:5 |
| 9 | Construction of CD Work Nahroli road to Barah chajja |
| 10 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. grading 1st material |
| 11 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 12 | Construction of CD Work Naroli to Sheetla Mata Mandir |
| 13 | Construction of CD Work Nahroli road to Barah chajja |
| 14 | 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 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate by mechanical means |
| 15 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 16 | Construction of CD Work Naroli to Sheetla Mata Mandir |
| 17 | Construction of CD Work Nahroli road to Barah chajja |
| 18 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 Random Rubble masonry in 1:4 Cement Mortar. |
| 19 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 20 | Construction of CD Work Nahroli road to Barah chajja |
| 21 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 22 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 23 | Construction of CD Work Nahroli road to Barah chajja |
| 24 | 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 compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 25 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 26 | Construction of CD Work Nahroli road to Barah chajja |
| 27 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 2.00M x 2.00 M |
| 28 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 29 | Construction of CD Work Nahroli road to Barah chajja |
| 30 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 31 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 32 | Construction of CD Work Naroli to Sheetla Mata Mandir |
| 33 | Construction of CD Work Nahroli road to Barah chajja |
| 34 | \\"\\"\\"Providing and Fixing of Dowel Bars and Tie Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specificationand as per direction of the Engineer-in-charge.\\"\\"\\" |
| 35 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 36 | Construction of CD Work Nahroli road to Barah chajja |
| 37 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. |
| 38 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 39 | Construction of CD Work Nahroli road to Barah chajja |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work |
| 41 | Construction of CD Work Nahroli road to Barah chajja |
| 42 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 43 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104, P.C.C grade M 10, For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 |
| 44 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 45 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104, P.C.C grade M 10, For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6, P.C.C. grade M 20, For All Rajasthan except Sri Ganganagar Nominal mix (1:2:4) |
| 46 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 47 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6, 75 mm thick |
| 48 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 49 | Dry Lean Cement Concrete. Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.. For All Rajasthan except Bikaner |
| 50 | Construction of CD Work Ghatoli to Milsawan upto UP Border Via Mertha, Ibrahimpur |
| 51 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of non-thorny jungle |
| 52 | Construction of CD Work Naroli to Sheetla Mata Mandir |
| 53 | onstruction 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 compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 10 km as per MoRTH Specification Clause 305.3 |
| 54 | Construction of CD Work Naroli to Sheetla Mata Mandir |
| 55 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar. For Grading I Materia |
| 56 | Construction of CD Work Naroli to Sheetla Mata Mandir Please Enable Macros to View BoQ information |
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