| 1 | 1 | Clearring grass & removal of rubbish upto a distance of 30 m outside the periphery of the area as per technical specification clause 2201 for rural roads of MORD | BI01010001010000000000000515BI0100001112 | 0.08 | Hectar |
|---|
| 2 | 2 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Within a lead upto 1000 m | BI01010001010000000000000515BI0100001113 | 48 | m3 |
|---|
| 3 | 3 | b. Water Bound Macadam Base Course WBM GR. 2. 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 - II aggregate (53-22.4 mm) using stone screening Type B (11.2 mm) by manual means | BI01010001010000000000000515BI0100001114 | 90 | m3 |
|---|
| 4 | 4 | a. Prime Coat 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)cost and conveyance of all materials and including all labour charges etc complete | BI01010001010000000000000515BI0100001115 | 1200 | m2 |
|---|
| 5 | 5 | b). Tack Coat\nProviding and applying tack coat with Cationic\nBitumen 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.) | BI01010001010000000000000515BI0100001116 | 1200 | m2 |
|---|
| 6 | 6 | C. 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 . | BI01010001010000000000000515BI0100001117 | 1200 | m2 |
|---|
| 7 | 7 | d. Providing and laying 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) | BI01010001010000000000000515BI0100001118 | 1200 | m2 |
|---|
| 8 | 8 | Providing and fixing of Concrete sign boardas per MORD specification and drawing . Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate will be welded with MS angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level . The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides . Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and annexure 1700.1including cost of lighting, barricading, protection etc. | BI01010001010000000000000515BI0100001119 | 1 | Nos |
|---|
| 9 | 9 | Bamboo pile walling made of 6.5 cm to 7.5 cm dia bamboo (in single line ) driven about half length into ground at very close spacing of 30 cm c/c side by side with stout stays at an interval of 90 cm fixed with bamboo post of length 1.25 m driven 1.0 m below G.L 3 nos of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from cut drums ( empty bitumen drums) fitted and fixed with lap width of 100 mm at each joint complete as per direction incuding the cost of drum sheets and including the cost of nails wires.(iii) with bamboos of length above 2.5 m and upto 3.00 m | BI01010001010000000000000515BI0100001120 | 75 | m |
|---|
| 10 | 10 | GST @ 12% | BI01010001010000000000000515BI0100001121 | 1 | Nos |
|---|
| 11 | 11 | CESS @ 1% | BI01010001010000000000000515BI0100001122 | 1 | Nos |
|---|
