| 1 | CC ROAD | Grow Cutting For VDCC Road | 125.00 | Sqm | 75.00 | 9375.00 |
| Grow Cutting For VDCC Road |
| 2 | CC ROAD | BLD-CSTN-2-8 (16) : Filling with Gravel in trenches, sides of foundations and basement with initial | 14.88 | cum | 426.73 | 6349.74 |
| BLD-CSTN-2-8 (16) : Filling with Gravel in trenches, sides of foundations and basement with initial lead in layers not exceeding 15 cm thick, consolidating each deposited layer by watering and ramming including cost and conveyance of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310) |
| 3 | CC ROAD | Curing compound Including spraying at 0.25ltrs/sqm as directed by Engineer-In-Charge of the work | 496.00 | Sqm | 33.80 | 16764.80 |
| Curing compound Including spraying at 0.25ltrs/sqm as directed by Engineer-In-Charge of the work |
| 4 | CC ROAD | Vaccume drying of freshly laid cement concrete floor using 100% air tight suction mat suitable size | 496.00 | Sqm | 75.00 | 37200.00 |
| Vaccume drying of freshly laid cement concrete floor using 100% air tight suction mat suitable size and length vaccume pump to maintain vaccume pressure 0.7 to 0.8 atmospheres as per the standard procedure, floating with power floter, mechanical travelling, finishing with sound edges and corners including hire and operational charges of machinary, labour fuel etc complete for finished item of work as directed by Engineer-In-Charge of the work |
| 5 | CC ROAD | RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, | 99.20 | cum | 6162.01 | 611271.39 |
| RBR-CCPV-5: Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), Design Mix coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 21- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD. |
| 6 | CC ROAD | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification | 78.12 | cum | 1690.31 | 132047.02 |
| Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN / Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD / MORTH. |
| 7 | CC ROAD | RBR-EECD-8(c) : Earthwork excavation for road way in soil by Manual means including cutting and push | 78.12 | Cum | 236.61 | 18483.97 |
| RBR-EECD-8(c) : Earthwork excavation for road way in soil by Manual means including cutting and pushing the earth to side of embankment upto a lead of 100 metres including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections etc., complete for finished item of work for trench cutting as per MOR&H specification No.301 and as directed by the Engineer-in-Charge- (Hydraulic Excavator) |
