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| 1 | Dismantling of all types |
| 2 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 Tonnes in stages to proper grade and camber, applying and brooming requsite type of screening / binding materials to fill up the intersticies of coarse aggregate, watering including lighting,guarding, barricading & making necessary earthen bunds of 1 m width on each side & preparing the bed by necessary cutting or filling , incl cost of all materials & hier & labour charges of all men & machinary & compacting to the reqd density as per Clause 404 of specifications for road & bridge works of MORT & H (5th revision) Grading - I aggregate (63-45 mm) using stone screening Type B (11.2 mm) by manual means |
| 4 | Grading - 2 aggregate (53-22.4 mm) using stone screening Type B (11.2 mm) by manual means |
| 5 | Providing and applying primer coat with Cationic Bitumen emulsion of approved grade conforming to IS 8887-1978 & reqisite quantity on prepared surface of granular base incl cleaning of road surface & spraying primer using mechanical means incl cost & carriage of Bitumen emulsion & all other incidental cost of work complete as per Clause 502 of specifications for road & bridge works of MORT & H (5th revision) |
| 6 | Tack CoatProviding and applying tack coat with CationicBitumen 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 as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) |
| 7 | Providing , laying and rolling of open graded premix surfacing of 20mm thickness composed of 13.2mm(@ 0.018 cum/sqm) & 11.2mm(@ 0.009 cum/sqm) sized stone aggregates, incl throughly cleaning of the surface , screening, cleaning & preheating stone chips & fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion carrying the mixture by any suitable arrangements, laying the mixture uniformly oveer the surface, incl line,grade & level to serve as wearing coarse on a previously prepared base, incl mixing in mobile hot mix plant( light duty) & throughly rolling with smooth wheeled roller 8-10 Tonne capacity, finished to reqd level & grade incl the cost & carriage of stone chips & materix, heating the matrix, preheating the aggregate to reqd temp & incl the hier charges of mobile hot mix plant( light duty) & other machinary, pay of operators, cost of fuel & lubricants etc. complete to be followed by seal coat of either type A or type B as per Clause 508 of specifications for rural road MORD. |
| 8 | Providing and laying Premixed seal coat (type B) with approved quality sand or grit @ 0.6 cum per 100 sqm & bitumen binder on throughly cleaned black top surface coated wuth tack coat incl heating & mixing cleaned sang or grit ( 100% passing throgh 2.36 mm sieve & retained on 100 micron sieve) uniformly with bitumen binder,laying & spreading the mix at an uniform rate using suitable means , brushing the surface, if necessary, to ensure unifirmity, followed by rolling witn power roller incl the cost & carriage of binder & coarse aggregates , cost of heating the binder & aggregates & all other incidental charges , cost of fuel & lubricants, incl hier charges of machunary, tools & plants reqd for construction & quality control complete as per Clause 511 of specifications for road & bridge works of MORT & H (5th revision) By Manual means with hot bitumen binder(@ 6.8 kg/10 sqm) |
| 9 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. |
| 10 | laying 150 mm to 200 mm boulder soling including rough dressing hand packing and ramming down small pieces in the interstics including rolling and preparing the bed to proper level and filling up all joints with sandy clay or earth. |
| 11 | Ordinary cement concrete (1:1.5:3) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any in ground floor as per relevant IS codes. (ii) River Bazree- |
| 12 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (i) Tor steel/Mild Steel. I. SAIL/ TATA/RINL |
| 13 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor) (f) 25 mm to 30 mm shuttering without staging in foundation |
| 14 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners 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] (ii) With 1:4 cement mortar (b) 15 mm thick plaster |
| 15 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. |
| 16 | Display Board (1.5\" MS Pipe 6 ft. long, 6mm GI Sheet 2.5 ft. x 1.5 ft.) including writing, fitting, fixing with carring all other charges completed. ( L.S.) |
| 17 | Add @18% for GST for item |
| 18 | Add @1% for Cess for item Please Enable Macros to View BoQ information |
