| 1 | 1 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road | | 135 | Sqm |
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| 2 | 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | | 33.75 | Cum |
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| 3 | 3 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | | 2.21 | Cum |
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| 4 | 4 | Excavating trenches of required width for pipes, cables etc. i/c excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m i/c getting out the excavated soil,and then returning the soil as required in layers not exceeding 20cm. in depth i/c consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within lead of 50 m : All kind of soil, Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. (DSR-12, I.No.-2.10.1.2/P-73) | | 95 | Meter |
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| 5 | 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | | 11.28 | Cum |
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| 6 | 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 11.28 | Cum |
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| 7 | 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | | 432.49 | Cum |
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| 8 | 8 | Hire charges for 50 KVA D.G. set i/c diesel, Mobil oil & operator etc complete | | 20 | Hr. |
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| 9 | 9 | Hire charges for Gas cutter charges i/c all material & labour | | 10 | Day |
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| 10 | 10 | Hire charges for welding set charges i/c all material & labour | | 10 | Day |
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| 11 | 11 | Supply and installation of required size Steel pipe 10 mm thick confirming to IS:3589 through trenchless excavation of thrust pit and receiving pit of required size and the excavation & filling back and compaction complete as per specification for road crossing by Auger boring method. Pipe will be installed at depth beyond 3 below the ground surface in downward required slope .a) 300 MM dia | | 70 | Metre |
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| 12 | 12 | Providing and laying S & S Centrufugally Cast ( Spun)/ Ductile Iron Pipes conforming to IS : 8329:a) 300 mm dia Ductile Iron Class K-7 Pipes | | 95 | Metre |
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| 13 | 13 | Providing & Laying of M.S. Pipes Including collor for joint (Excluding Flange) conforming to IS :3589 with latest amendment Gr.330/410/450 as per situation of work at site according to IS code. Including cutting & welding as per site requirement complete in all respect as per direction of E/I. a) 300 mm dia, 7.1 mm thickness, (Weight 55.47 Kg/Meter) | | 70 | Metre |
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| 14 | 14 | P/F M.S. specials such as Tee , Bends , Collars , Tapers, Gap pieces,including Flange Ends as required , Painting ,Cutting, welding as per site requirement of MS pipe thickness etc complete in all respect as per direction of E/I. | | 8412.61 | Kg |
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| 15 | 15 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | | 432.49 | Cum |
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| 16 | 16 | Repairing of sluice valve with the change of spendle (i.e.S.S. non megnated) flapper adjusting nut & bolts & rod & welding machining of body for fitting the flapper properly complete as per direction of E/I. a) 250 mm dia | | 2 | Nos |
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| 17 | 17 | Repairing of reflex valve with the change of flapper sheet i/c new lever, rubber sheet, MS ring, S.S.pin shaft & shaft rubber etc. complete.a ) 250 mm dia | | 1 | Nos |
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| 18 | 18 | Repairing of Existing PVC water line including bailing out of water by / Manually / Diesel Engine, P/F PVC coupler, CID joint etc. complete work as per direction of E/I (But Excluding cost of Excavation filling and PVC pipe). A) 250 mm dia | | 410 | Mtr. |
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| 19 | 19 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete1:5:10 (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 F.P.S.(non modular) bricks of class designation 7.5 | | 1 | Nos |
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| 20 | 20 | P/F M.S Clamp 250 mm dia i/c excavation, reffiling etc. complete as per direction of E/I. | | 22 | Nos |
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| 21 | 21 | Carriage of Materials by mechanical transport including loading, unloading and stacking : Earth 5 km Per km. | | 38.25 | Cum |
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