Tender For Development Of Road From Amarpur Nagar Panchayat Office To Fire Service Via Dainik Bazar ( Length-1.10Km) And Amarpur Motor Stand Under Amarpur Nagar Panchayat During The Year 2026-27.Sh:-Bc(Bituminous Concrete),Paver Block With Reinforced
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Project Description
Tender for Development Of Road From Amarpur Nagar Panchayat Office To Fire Service Via Dainik Bazar ( Length-1.10Km) And Amarpur Motor Stand Under Amarpur Nagar Panchayat During The Year 2026-27.Sh:-Bc(Bituminous Concrete),Paver Block With Reinforced Cement Concrete Side Beam ,Gsb,Wbm-Ii,Wbm-Iii,Mtc. Etc.
BOQ
| Sl. No. | Item Description |
| 1 | Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201. By Manual Means |
| 2 | Dismantling of existing structures like culverts, bridges,retainingwalls and other structurecomprising of masonry,cement concrete, woodwork, steel work,includingT&Pand scaffolding whenever necessary,sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with al llifts and upto a lead of 1000m as per MoRD Technical Specification Clause |
| 3 | Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material. Ordinary Soil (i) Upto 3 m depth |
| 4 | Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material spreading in uniform layers with motor 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 MoRD Technical Specification Clause 401. i) For Grading I Material |
| 5 | WBM Grading - 2 Providing, laying, spreading and compacting jhamabrick aggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing rolling with threewheel roller 80-100 kN in stages to proper gradeand camber, applying and brooming bindingmaterials to fill up the interstices of coarseaggregate, watering and compacting to the requireddensity Grading- 2 as per MoRD TechnicalSpecification Clause 405. |
| 6 | Water Bound Macadam Sub-Base / Base using Jhama BrickAggragate 2) WBM Grading - 3Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405.(A) By Manual Means |
| 7 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200. I) Sand filling |
| 8 | 80 mm thick factory made c.c. interlocking paver block of M-35 Grade Providing and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge: (a) 80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 9 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). I)P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 10 | Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRD technical specifications Clauses 1000 & 1202.(I)P.C.C grade M 10 (i)Nominal mix 1:3:6 |
| 11 | Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centering, shuttering, staging etc. but excluding reinforcement). |
| 12 | Scarifying Existing bituminous Road Surface by mechanicalmeans to a Depth of 150 mm and disposal of scarifiedmaterial with a lift upto 3 m and leads upto 1000 m as perMoRD Technical Specification Clause 301.4. |
| 13 | Prime Coat (i) Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqm using mechanical means as per MoRD TechnicalSpecification Clause 502. |
| 14 | Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 15 | Tack coat using hot straight run bitumen of grade VG-30 on bituminous surfaceProviding and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, sprayingthe bitumen, cleaning and preparing the existing road surface as perspecifications: On bituminous surface @ 0.50 Kg/ Sqm. |
| 16 | Bituminous ConcreteProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.40 Percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. B. Grading II i. With Viscosity Graded Bitumen of VG-30 |
| 17 | Maintenance of bituminous surface road using Jhama brick aggregateRepair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filled with B.M (using jhama brick aggregate & bitumen of VG-30), after applying prime coat at the bottom and tack coat on sides and on bottom (using bitumen emulsion) and compacting,trimming & finishing the surface to form a smooth continuous surface, all as per MoRD technical specification Clauses 1900, 502, 503 and 504. |
| 18 | Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202and 1204.II In 1:4 cement mortar |
| 19 | Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204. |
| 20 | Road marking strips (retro-reflective) of specified shade/ colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical S ifi i Cl 803 Specification Clause 803.. |
| 21 | Traffic Signs (using jhama brick aggregate in CC/ PCC) A. Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide MoRD technical specification Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete (using jhama brick aggregate) 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approveddrawings and MoRD TechnicalSpecification Clause 1701. i) with 900 mm equilateral triangle aluminium sheeting |
| 22 | ii) with 600 mm circular aluminium sheeting |
| 23 | iii) with 800 x 600 mm rectangular aluminium sheeting |
| 24 | Painting on concrete surfaceProviding and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per drawings and MoRT&HTechnical Specification Clause 800 |
| 25 | Brick soling i) Brick on edge solingProviding and laying brick on edge soling layer on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with sand, watering and rolling the same with three wheeled road roller 80-100kN as per MoRD Technical Specification Clause 412. Please Enable Macros to View BoQ information |
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