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| 1 | Bridges- Foundations & Sub- Structure Earth work inexcavation of foundation ofstructures as per drawing andtechnical specification,including setting out,construction of shoring andbracing, removal of stumpsand other deleterious matter,dressing of sides and bottomand backfilling with excavatedsurplus soil.In Ordinary soil Manual Means Depth 3 m to 6 m |
| 2 | Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 3 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 4 | ROAD WORK Compaction Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. |
| 5 | ( (ii)) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. |
| 6 | ((iii)) Extra for rolling to specifications. |
| 7 | Supply of Bolder Stone andCarriage of boulder stone asper DepartmentSpecification includingdigging,collection, allTaxes,loading,unloading,stacking& Recarriage if any from Govt.aprroved Quarry to stack site. |
| 8 | (C) SQUARED OR RECTANGULAR PILARS OF RUBBLE MASONRY Boulder masonry in cement mortar (1:6) in foundations and plinth. |
| 9 | Providing and fixing geotextile membrane at site . complete in all respect as per directions of engineer in charge. (min 150 gsm) |
| 10 | RIVER AND CANAL PROTECTION WORK Wire crates of specified dimensions from all directions of G.I. wire filled with boulders with square cut faces against the wire.((b)) 4 mm dia G.I. wire 15 cm x 15 cm mesh ( diagonal wise) |
| 11 | CONCRETE Cement concrete 1:4:8 With stone aggregate 40mm gauge (i) mixing by manual means |
| 12 | Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth |
| 13 | Dismantling stone masonry/rubble masonry including stacking of serviceable materials and disposal of unserviceable material |
| 14 | CHAPTER NO. 29: SEWERAGE AND DRAINAGE Providing, laying in trenches and jointing of HDPE pipes having ISI specification IS:14333, PE100, class PN-6 marked on them, make Reliance/ Hasti / Dura-Line , laying the same in trenches to correct alignment and gradients, cutting and jointing testing for water tightness and making good the leakages and defects including cost of specials complete in all respects.250mm o/d pipe |
| 15 | WATER SUPPLY Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete.C.I Single air valve screwed (Size 80mm) |
| 16 | CENTRING AND SHUTTERING Shuttering for precast and plain or Reinforced concrete blocks, wall plates, bedplates, shelves etc. Please Enable Macros to View BoQ information |
