|
| 1 | E/W in excavation for structres as per drawing and techincal specifications Clause 305.1 including dressing of sides and bottom and back filling in trenches with excavted suitable material. |
| 2 | Providing and layingconcrete for plain/reinforced concrete M10(1:3:6) open foundations complete as per drawings and technical specificatins clause 802,803,1202&1203 |
| 3 | Brick masonry work in 1:4 cement and course sand mortar in foundation complete excluding pinting & plastering as per drawing and tchnicla specifications clause 600,1202,1203 |
| 4 | Construction of gramular sub base by providing well graded Material Sprddeing 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, complete as per Technical Specification Clause 401. |
| 5 | Providing laying, spreading and compacting stone aggregates of 53mm to 22.4 mm sizes to water bound macadam (WBMIII) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying asnd brooming stone screening to fill up the interstices of coarse aggregate, watering |
| 6 | construction of embankment with approved material deposited at sit form roadway cutting and excavation from drain and foundation of othe rsutructure graded and compacted to meet requirement of tables 300 I and 300.2 AS PER TECHNICAL SPECIFICATION CLAUSE 301.5 |
| 7 | Providing and laying 450 mm dia NP3 RCC hume pipe on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 in all complete. MORD 1100 |
| 8 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803,1202 & 1203 |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clause 1000 and 1202 |
| 10 | Cement concrete pavement: Construction of un- reinfourced, dowel jointed at exanston and consturuction joint only,plain cement concrete pavement, thickness as per design, over a prepaired sub base with 43 grade cement or ny other type as per clause 1501.1.2.2.M-30 grade coarse sand and fine aggregates vonfirming to in a concrete mixer of not less than 0.2 cum capacity adn aproprete weigh batcher using approved mix desing laid in a approved fixed site form work (steel chanel) laing and fixing of 125 micron thick polyhene film wedges stell plates including levelling the form work as per drawing. spreading th concrete with sholves rackes, compoatec using needls screed and plate vibrators and finished in continous operation inncluding provision of conraction adn expansion, construction joints, applying debanding strips, primer, sealent dowel bars, near approches to bridge/ cukvert adn construction joints admistures as approved curing of concrete slab for 14 days. using curing compound (wher specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 |
| 11 | 12 mm cement plaster in 1:4 cement & C/sand in single coat on fail side of single or half brick wall for interior plastering including including arises,interio rounded angles cambers and roundd aggles not exceeding 80mm in grith and finish even and smooth |
| 12 | Supply of informatory MS Sign Board i/c all supply all labour material and painting & writing T&P etc all complete work Please Enable Macros to View BoQ information |
