Tender For Repairing And Upgradation Of Road At Ward No 10- 1) (West Ashr Ara Road) From Royal Motor More To End 2) (Nabin Sen Road) From Air View More To Shiv Mandir, 3) (Church Road) From Church More To Air View More 4)(Adarsha Pally) From Shanti N
Tender Overview
Project Description
Tender for Repairing And Upgradation Of Road At Ward No 10- 1) (West Ashr Ara Road) From Royal Motor More To End 2) (Nabin Sen Road) From Air View More To Shiv Mandir, 3) (Church Road) From Church More To Air View More 4)(Adarsha Pally) From Shanti Nursing Home More To Sankar Paul More
BOQ
| Sl. No. | Item Description |
| 1 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the required density (Reference to MoRT&H's specification 404). |
| 2 | By Manual Means Grading-2 (Table 400-9) |
| 3 | Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate) |
| 4 | Bituminous Macadam using Hot Mix Plant (HMP) Providing and laying bituminous macadam with Hot Mix Plant using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over apreviously prepared surface at specified laying temperature with paver finisher to the required grade,level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired -compaction including cost and carriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Clause 504 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 5 | For Grading II(19 mm nominal size, 50-75 mm thick.) |
| 6 | Using Batch type HMP of minimum capacity 60-90 TPH |
| 7 | Mastic Asphalt Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate,fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage ofall ingredients, cost of heating aggregates and binder,mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slopeafter cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of13.2 mm nominal size at the rate of 0.005 cum per 10sqm and at an approximate spacing of 10 cm center tocenter in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of |
| 8 | 25 mm thickness |
| 9 | Tack Coat Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete asper Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 10 | On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to0.30 kg per sqm.) |
| 11 | Direction and Place Identification Signs with size more than 0.9 sqm size BoardProviding and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting videclause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801 |
| 12 | 18% GT Please Enable Macros to View BoQ information |
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