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| 1 | Site clearance and other unforeseen works |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40 mm nominal size) |
| 4 | Sand Filling including cost of sand watering, ramming, consolidating and dressing including lead up to 50 and lift with 1.50 M (Volume of sand filling 90mm dia, Deduction od 90 mm Pipe volume) |
| 5 | Supply of the 90 mm dia HDPE Pipe PN-6 (O.D) PE-100 size of pipes conferming to IS 4984:1995, IS 8329/2000 latest relevent of I.S.S with coupler and all jointing materials such as solvent cement rubber rings etc.including F.O.R. destination and all taxes, destination and all taxes, insurance and with loading, unloading and stacking etc. complete. |
| 6 | Addition (DI K-7) pipe for connecting overflow to main supply 100mm dia |
| 7 | Supply of DI K-7/HDPE special conferming relevent of I.S.S suitable for above HDPE to pipes for destination including all texes and insurance . HDPE Pipe PN-6 (O.D) PE-100 size DI pipe K-7 Carting of the HDPE Pipe PN-6 (O.D) PE-100 ,90 mm size of presure pipe and special from department store to(within 8 km or within the municipal limit) and lowering them in to trenches and laying true to alignment and gradient including testing of pipeline excluding cost of trenching and cutting of pipes etc. For making of proper length and making joints . |
| 8 | Carting from the store addition (DI K-7) pipe100mm dia for connecting overflow to main supply 100 mm dia |
| 9 | Supply and fixing of air valves 25 mm size as per IS780/1969 class-1 working incuding tax and insurance . |
| 10 | Carting of air valves fittings of 25 mm size from site store to the site of works, lowring them into already prepared trenches and fixing them in position including boring and threading the main etc. Complete and including the cost of bailing out of water , supply of jointing materials such as nut-bolts, rubber insertions, white lead etc.Including their testing complete. |
| 11 | Supply and construction of air valves as per design incuding supply of all materials labour, T&P etc complete work . |
| 12 | Supply and construction of modern as per type single lap pillar type stand post incuding all materials labour, T&P etc complete work . |
| 13 | Crossing of road for laying pipe line including supply materials labour, T&P etc complete work 3.5 m wide road. |
| 14 | Provision of house connection with 20MM (OD) HDPE pipe in distribution line including cost of ferrule,saddle cost of GI pipe, junction, T with labour, T&P etc complete as per instructions of Engineer-in-charge |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 16 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40 mm nominal size) |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 19 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand) |
| 20 | 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, complete as per Technical Specification Clause 401. |
| 21 | 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), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and 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 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 (CC Road) |
| 22 | Shifting and fixing of pole at site includnd supply and material labour etc all complete at site |
| 23 | Diversion of road including all complete at site . |
| 24 | Diversion of house water nali including all complete at site . |
| 25 | Barricating of road including all complete at site . |
| 26 | Provision of shifting of material for PWD road to site with tractor traily and head load of material at site including all complete at site . |
| 27 | Construction of Nali and Box Culvert Size 1x1m Please Enable Macros to View BoQ information |
