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| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. 0.00 - 1.50 M BGL |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 1.50 - 3.00 M BGL |
| 3 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Extra For Every additional lift of 1.50m or part thereof in excavation. 3.00 - 4.50M |
| 4 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 0.00 - 1.50 BGL |
| 5 | Supply & Carting of the following size of the R.C.C. Hume Pipe NP 3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. 250 mm Dia NP3 Class Pipe 1.50 - 3.00 BGL |
| 6 | Open Timbering (covering 1/3 of surface area by planks) in trenches for the depth upto 3.00 m below GL consisting of 40 mm thick approved country wood planks for the depth upto 3.00m below GL consisiting of 40mm thick approved country wood planks for poling boards 125X75 mm. country woodwalers and 100 mm dia. Eucaliptusballies for strut at 1.50 m c/c including removal after laying of sewer both side of trenched will be taken as one side for the purpose of payment and measurement(Code 3041 |
| 7 | Provide all material and construct rectanglular Manhole of size 0.90X1.20 X 2.50 m as per drawing & design. |
| 8 | Regulation of shaft of rectangular rectanglular Manhole of size 0.90X1.20 X1.00 m as per drawing & design. |
| 9 | Provide all material and construct rectanglular Chamber of size 0.60X0.60 X 2.25 m as per drawing & design. |
| 10 | Regulation of shaft of rectangular rectanglular Chamber of size 0.60 X0.60 X1.00 m as per drawing & design. |
| 11 | Dismentling manually or by mechanically means including stacking of serviceable material and disposal of unserviceable material with in 50 M as per direction of Engineer incharge. WBM/consolidated Road |
| 12 | Scariffieng and refilling of coarse graded material in trenches for granular sub-base spreading and compacting in uniform layers by manual on prepaired surface mixing by mix in place method and compacting with road roller to achieve the desired density. Taking 50% Qty. of dismentled material to be Re-used item No.1(i) |
| 13 | Scariffieng and refilling of graded stone Aggregate to wet mix macadam Specification in trenches including primixing the material by manualy laying in uniform layer in sub-base/base course on wil prepared surface and compecting with road roller to achieve the desired density. Taking 50% Qty. of dismentled material to be Re-used item No.1(i) |
| 14 | Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per Clause 401 of MORT&H Required New Materials: Taking 50% Qty. of dismentled material to be Re-used item No.1(i) |
| 15 | Providing, Laying, spreading and compacting graded stone aggregate to wet mix macaham specifacation including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT & H-406 Required New Materials: Taking 50% Qty. of dismentled material to be Re-used item No.1(ii) |
| 16 | Supply & Carting of the 150 mm dia R.C.C. Hume Pipe NP3 class and specials from store to the site of work lowering the same into trenches is the following depth below G.L. true to alignment, chaulking the same with necessary rubberring and jointing with 1:2 Cement mortar in coarse sand and cement of FM 2.20 to 3.6 including excavation of earth below invert level of pipe cost of all jointing material, costing etc. complete but including excavation and refilling the trenches from G.L. to the invert level of pipe as per statement. |
| 17 | Construction of sewer connecting chamber inner size 0.45x0.45x0.60 M with brick work in 1:5 cement and coarse sand mortar i/c neccessary excavation, foundation concrete in 1:6:12 cement, coarse sand and 40 mm graded stone ballast and 12 mm thick inside plaster with 1:3 cement and coarse sand mortar finished with floating coat of neat cement, R.C.C. cover in 1:1.5:3 cement coarse sand and 20 mm graded stone grit complete. |
| 18 | Making connection in manhole of existing sewer line including breaking wall of man hole and making good the wall. Floor with cement concrete mix 1:2:4 cement, coarse sand and 20mm graded stone grit, cement plaster on both side the wall in 1:3 cement and coarse sand mortar finished with a floating coat of neat cement and making necessary channels for the drain etc complete in all respect. |
| 19 | Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line (Excluding the cost of trenching but including cutting pipe for making up the length and making joints. 100 mm dia PVC Pipe ID |
| 20 | Supply, carting and laying of following dia pipe 6.00 Kg/Cm2 PVC pipe up tp 8 KM for within the muncipal limit and including all quality specials coupplings fitiings to site of work lowering the same into treanchs and laying true to alignment & gradient, including testing of pipe line (Excluding the cost of trenching but including cutting pipe for making up the length and making joints. 125 mm dia PVC Pipe ID |
| 21 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete and i/c all taxes etc complete. For 100 mm dia Sluice Valve. |
| 22 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete and i/c all taxes etc complete. For 100 mm dia Air Valve. |
| 23 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete and i/c all taxes etc complete. For 100 mm dia Scour Valve. |
| 24 | Supply and fixing of following size ISI mark D/F or plain ended sluice valves/Scover valves Class-II confirming to I.S 14846/2000 with cap including cartage, loading and unloading lowering them in already prepared trenches and fixing in position i/c supply of jointing material such as nutbolts, rubber insertion etc complete and i/c all taxes etc complete. For 100 mm dia Fire Hydrant. |
| 25 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve, with CI surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:15:3 mix (1 cement 15 coarse sand 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 15.10 (1 cement 5 fine sand 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design With common burnt clay FPS (non modular) bricks of class designation 15. chamber size 0.90x0.90m (inner size) |
| 26 | Supply and laying of 20 mm dia CPVC pipe of prince, kissan, Supreme and other opproved make in road crossing having thermal stability for hot & cold water supply all CPVC plain & brass threaded fitting. This includes joints of pipes & fitting i/c supply of all material, labour and T&P ete required for proper completion of the work. |
| 27 | Making connection in 100 to 200 mm dia P.V.C. Existing mains excluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material, labour and T&P etc required for proper completion of the work.100 mm dia PVC pipe. |
| 28 | Making connection in 100 to 200 mm dia P.V.C. Existing mains excluding cost of excavation but i/c cost of cutting and threding the pipe etc and i/c supply of all material, labour and T&P etc required for proper completion of the work. 125 mm dia PVC pipe Please Enable Macros to View BoQ information |
