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| 1 | Laying OF SEWER LINE. |
| 2 | Dismanthing of road with all Labour T&P complete.i) Chauka Road |
| 3 | iii) Inter locking Road |
| 4 | Excavation of Earth mixed soil c sand for sewer line with all labour T&P Comp.M/H-6Nos (900×900) Length -50- (6×0.9)=44.6 |
| 5 | Dismantling of old existing sewer pipe with all labours T&P Comp dia of Pipe 250 mm dia. |
| 6 | Bailing out or pumping out/liquid mud during working period Trench excavation & laying of sewer pipe line, menhole etc. with all labour T&P complete. (Total 30 day x 8 Hours= 240 hrs or 30 shift |
| 7 | Providing and laying Granulal bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20 mm sieve, 20-50% passing through 10 mm sieve and 100% retained on 6mm sieve. |
| 8 | Supplyof RCC Hume pipe Np3 Included collars/spigot jointed with stiff mixture of cement in the proporation of 1:2 (1 cement: 2 sand) and Including testion of joints, transportation, loading unloading etc all complete. (RCC Pipe as per IS:-458:2001)i) 250 mm dia |
| 9 | ii) 250 mm dia |
| 10 | iii) 300 mm dia |
| 11 | Laying Jointing RCC NP-3 PipesCartage of 250 mm dia /250 mm dia and 300 mm dia RCC hume pipe NP3 class from store to the site of work. Laying of the same pipe in to the trenches in depth below the groun level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert of pipe.i) 250 mm dia |
| 12 | ii) 250 mm dia |
| 13 | iii) 300 mm dia |
| 14 | Barricading of pipe line or trenches by using bamboopoles, caution tape etc for safety purpose Including all labor, material T&P etc complete. |
| 15 | Barricading of pipe line or trenches by using bamboopoles, rope with red flags, Glowcaytion boards, diversion boards & red lights, site covering by green curtain etc (10% of total length proposed to be barricaded) |
| 16 | Construction of brick masonry manholes in first class brick of following types and size in cement mortar 1:4, P.C.C top slab with 1:2:4, foundation concrete 1:2:4, inside & outside plastering 12 mm thick with cement mortar 1:3 finished with floating coat of neat cement and making channels in cement concrete with 1:2:4, finished with floating coat of neat cement complete with including Ci steps (PVC encaspsulated) staggered at 0.3 m interval, RCC arch above pipe including excavation, reinforcement and form work, RCC heavy duty frame and cover as per standard design and drawing.Depth =0.60 to 1.20 and Type-A1 (600 x 600) mm dia |
| 17 | Depth=1.51 to 1.65 and tType-A3 (900 x 900) mm dia |
| 18 | Depth=2.01 to 2.30 and tType-B2 (1200 x 1200) mm dia |
| 19 | Provision for inter connection in between proposed sewer line and existing disposal point including cost of all labour material and special T&P required for connection and re-istate the same complete in all respect. ( infront of all gallies and as per as direction of Engineer-Incharge of site) |
| 20 | After laying sewer pipe line feeling the tranch with providing in laying granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20 mm sieve, 20-50 % passing through 100 sieve and 100% retained on 6mm sieve gsb.00.00-1.50m |
| 21 | (108+47.00+94.1) |
| 22 | 01.50-03.00m Increase 3% |
| 23 | After laying sewer pipe line feeling the tranch with providing in laying granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20 mm sieve, 20-50 % passing through 100 sieve and 100% retained on 6mm sieve gsb.153 |
| 24 | Supply & filling of sand in trench after laving of sewer pipe line with material, Labour, T&P, etc All comp. |
| 25 | Disposal of susplus excavated earth over including loading/unloading castage up 8 Km. (Excavated - GSB-send-pipe-menhol Quantity)(88.31-56=32.21) |
| 26 | Repairing of water pipeline damaged during laying of sewer line with material, labour, T&P, etc., all complete.. |
| 27 | Repairing of damaged power cable, Telephone cable during laying of sewer line with material, labour, T&P, etc, all complete. |
| 28 | Repairing of water service connection damaged during laying of seweline with material, labour, T&P, etc, all complete. |
| 29 | Repairing of sewer serviice connection damaged during laying of seweline with material, labour, T&P, etc, all complete. |
| 30 | Provision for lighting,work,during,night (30x 8 =240 hrs |
| 31 | Restoration of road work (Chauka road) |
| 32 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line. Level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc., all complete as per the direction of Engineer-in-charge (Old CC paver blocks shall be supplied by the department free of cost) |
| 33 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 34 | Provision for site clarance after construction period and unforeseen items Including all labor, T&P etc complete. Please Enable Macros to View BoQ information |
