Tender For Dismentling And Reconstruction Of 1) C.C.Road, Drain And Bituminous Road At Tin Batti Bazar Market, 2) Jyortirmoyee Colony St.Fr Railway Over Bridge To Radha Gobinda Mandir And Radha Gobinda Mandir To End Of The Road At W.No.32
Tender Overview
Project Description
Tender for Dismentling And Reconstruction Of 1) C.C.Road, Drain And Bituminous Road At Tin Batti Bazar Market, 2) Jyortirmoyee Colony St.Fr Railway Over Bridge To Radha Gobinda Mandir And Radha Gobinda Mandir To End Of The Road At W.No.32
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material andstacking the serviceable material with all lifts and lead of 1000 metres (Reference toMORT&H's specification clause 202) |
| 2 | By Mechanical Means |
| 3 | Cement Concrete Grade M-15 & M-20 |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniformthickness, hand packing, rollingwith3wheeledsteel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying andbrooming requisite type of screening/bindingMaterials tofillup the interstices of coarse aggregate, watering and compacting to the requireddensity (Reference to MoRT&H's specification 404). |
| 5 | By Manual Means Grading-2 (Table 400-9) |
| 6 | Using Screening Crushable type such as Moorum or Gravel, Using Screening (Table 400-10), Type-B (11.2 mm aggregate) |
| 7 | Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported tosite, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and501.7 to achieve the desired compaction (Reference to MORT&H's specification clause 504). |
| 8 | With Continuous Type HMP (60-90 TPH)for Grading 2 (19 mm nominal size) Layer Thickness 50-75mm |
| 9 | Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on theprepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference toMORT&H's specification clause 503). |
| 10 | ii) On Granular surface treated with primer @ 0.25kg-0.30 /sqm. |
| 11 | Providing and applying tack coat with paving bitumen of VG-10 grade conforming to IS:73 using emulsion pressure distributor on theprepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference toMORT&H's specification clause 503) |
| 12 | i)On bituminous surface @ 0.20 kg 0.3kg /sqm. |
| 13 | Seal Coat |
| 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified levels,grade and cross fall using. TypeA andBseal coats(Reference to MORT&H's specification clause511)Providing and laying of premixsand seal coat with HMPof appropriate capacitynot less than75 tonnes/hours using crushed stone chipping and penetration bitumen of suitable grade. |
| 15 | Case-I : Type B Providing and laying of premix sand sea lcoat with HMP using approved crushed stone chipping and viscosity grade pavingbitumen of suitable approved grade |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placedinfoundationand compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100).Vibrator is a part of minor T&P which is already included in overhead charges of the contractor. |
| 17 | PCC Grade M-20, using concrete Mixer |
| 18 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testingetc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700&2200). |
| 19 | ) PCC Grade M-15, using concrete Mixer (This Item used for only for foundation concrete i.e. Wall, bed in drain, guard wall, culvert etc) |
| 20 | Plain/Reinforced cement concrete in open foundation complete all including vibrating and compacting, finishing, curing, sampling, testingetc. as per drawing and Technical Specifications (Reference to MORT&H'sspecifications1500,1700&2200). |
| 21 | RCC Grade M-20, using concrete Mixer ( This Item used for only for RCC works i.e. RCC Drain, Culvert Slab, Box culvert, Rcc Retaining Wall etc) |
| 22 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape,placinginproper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference toMORT&H's specifications 1600 & 2200) |
| 23 | (a) For works in foundation, basement and up to roof of ground floor/up to 4m. Tor steel/Mild steel. |
| 24 | SAIL/ TATA/RINL |
| 25 | Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface]. |
| 26 | (ii) With 1:4 cement mortar . |
| 27 | (b) 15 mm. thick plaster. |
| 28 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 29 | 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). |
| 30 | 18% GT Please Enable Macros to View BoQ information |
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