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| 1 | 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. as per Mord 401 |
| 2 | Providing, laying, spreading and compacting stone aggregates of specific sizes 45-63 mm to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber as per Technical Specification Clause 405. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 Kn static roller in stages to proper grade and camber as per Technical Specification Clause 405. |
| 4 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 5 | Providing and applying tack coat with bitumen emulsion (RS-1) grade pressure distributor at the rate of 0.225 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per technical Specification Clause 503. |
| 6 | Providing laying & rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-10 grade bitumen to required line grade and level to serve as waering course on a previously prepared base , including mixing in a suitablle plant, laying and rolling with a three wheel 80-100 Kn static roller capacity finished to required level as per technical Specification Clause 508. |
| 7 | Providing & laying seal coat by manual means with VG-10 Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per technical Specification Clause 510. |
| 8 | Brick Edging on both side of the road of first class bricks 7 cm wide 11 cm deep laid with mud mortar including labour & supply of bricks finished to the reqired template and in proper alignment and also including dressing and ramming the excavated earth as directed by the engineer in charge.as per SI No 5.04 |
| 9 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703200 m stone (precast) |
| 10 | Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703Ordinary Kilometer stone (precast) |
| 11 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. Clause 3.5, 302(II) |
| 12 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 13 | Plain/rainforced cement concrete in substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807,1202 1202 & 1204 (P.C.C. grade M 20) |
| 14 | Plastering with cement, Coarse sand mortar (1:4) 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 15 | Supply & laying of 80 mm thick ISI Marked I Shaped (gray base) machinacaly compressed Interlocking Cement concrete pavers blocks, smooth high laoss finish,skid resistant, manufactured from rubber moulds through vibrocompression mechanism, high pressure and control vibration machine having plan diamention 200x(160+120)mm with minimum 5mm thick toping. The compresive strength of Concrete paver blocks shall not be less than 30 MPa & weight 4.5 Kg per No confirming to IS:15658-2006 as per PWD SOR Bulandshahr Ch-2 SI No 5a .including cost of material and blanket layer of 3.00cm thick local sand labour, T&P etc. required for proper competion of work as direceted by Engineer-in-charge as per tech. Spc. 1500 |
| 16 | Supply & Fixing of Informatory Sign board at site including letter, writing, painting etc all comp at site. |
| 17 | Deduction Of Competitive Price Efficency 5% Please Enable Macros to View BoQ information |
