|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 2 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 5 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 8 | 12 mm cement plaster of mix : |
| 9 | 1:4 (1 cement: 4 fine sand) |
| 10 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. : External work |
| 11 | 50 mm dia. nominal bore |
| 12 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 13 | 50 mm nominal bore |
| 14 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 15 | 50 mm nominal bore |
| 16 | Horizontal |
| 17 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 18 | 50 mm diameter pipe |
| 19 | Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work. |
| 20 | 50 mm diameter pipe |
| 21 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 22 | 50mm nominal bore |
| 23 | Cutting holes up to 30x30 cm in walls including making good the same: |
| 24 | With common burnt clay F.P.S. (non modular) bricks. |
| 25 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. |
| 26 | All types of soil |
| 27 | 350 mm dia |
| 28 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. |
| 29 | All types of soil |
| 30 | 350 mm dia |
| 31 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 32 | 150 mm nominal size dia |
| 33 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. |
| 34 | 150 mm nominal size dia |
| 35 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge. |
| 36 | Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 37 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. |
| 38 | 150 mm clamp |
| 39 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). |
| 40 | 150 mm dia |
| 41 | MR Items |
| 42 | Provision of Electric Logging machine for identifing the position for quantity of water below ground level all complete as per direction of Engineer in Charge. |
| 43 | Providing and fixing MS cap of required dia to the top of pipe assembly of tubewell as per direction of Engineer in charge. |
| 44 | 150 mm clamp Please Enable Macros to View BoQ information |
