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| 1 | Note For all items of this BOQ:- Rainwater harvesting work shall be executed as per schematic diagram enclosed with particular specification |
| 2 | Deployment of manpower / tools / machinery etc for Boring / Drilling bore well of 300 mm dia & upto 20 metre depth below ground level, in any type of soil, for casing strainer pipe by sutable method prescribed in IS 2800 (Part I), Inculding 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 directionof Engineer-in- charge. |
| 3 | Deployment of manpower / tools / machinery etc for Boring / Drilling bore well of 300 mm dia & upto 20 metre depth below ground level, in Rocky stratra including boulders., for casing strainer pipe by sutable method prescribed in IS 2800 (Part I), Inculding 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 directionof Engineer-in- charge. |
| 4 | Supplying, assembling, lowering and fixing in vertical postion in bore well, unplasticized PVC medium well casing (CM) pipe of 150 mm dia, conformaning to IS 12818, including required hire and labour charges, fitting& accessories etc.all complete for all depths as per direction of Engineer-in-charge. |
| 5 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well, screen (RMS) pipes 150 mm dia, with ribs, conformaing to IS. 12818, including hire & labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer-in-Charge. |
| 6 | Rough excavation not exceeding 1.5 m deep and getting out in Soft / loose soil all as specified and directed by Engineer-in charge. |
| 7 | Excavating over areas, n exc 1.5 m deep and getting out in Soft / loose soil all as specified and directed by Engineer-in charge. |
| 8 | Extra over item No 06 above for each additional 1.5 m depth or part there of in depth beyond the first 1.5 m. all as specified and directed by Engineer-in charge. |
| 9 | Excavation in trenches not exceeding 1.5 Mtr wide and not exceeding 1.5 Mtr depth for foundation,etc, n.exc 10 sqm on plan and getting out in soft / loose soil complete all as specified and directed. |
| 10 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm, using excavated soil all as specified and directed by Engineer-in charge. |
| 11 | Removing excavated soil to a distance exc 250 m but n exc 500 m and depositing where directed at a level n\"exc. 1.5 m above the starting point . |
| 12 | M&L for pea Gravel packing in tube well construction in accordance with IS 4097, including providing graval fine / medium / coarse (size 3 to 6 mm), in required grading as per actual requirement , all completeas per direction all as specified and directed by Engineer-in charge. |
| 13 | S&F UPVC Bail plug / Bottom plug sutaible for 150 mm dia pipe, fixed to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) all as specified and directed by Engineer-in charge. |
| 14 | S&F orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910, on 12mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mm X 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequiring besides necessary and adequate anchoring projection on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance identification mark to be visible even after fixing, including fixing in manhole with 30 X 20 X 15 cm cement concrete block 1:3:6 (1 cement: 3 Coarse sand: 6 graded stone aggregrate 20mm nominal size) complete all as specified & directed. |
| 15 | S&F 150 mm size threaded mild steel cap or spot welded plate to the top of bore well housing / casing pipe, removable as per requirement, all complete for borewell of 150 mm dia all as specified and directed by Engineer-in charge. |
| 16 | M&L for cement concrete 1:5:10 type E2using 40 mm graded stone aggregate as in foundation filling and mass concrete all as specified. |
| 17 | M&L for cement concrete 1:2:4 type B1using 20 mm graded stone aggregate as in foundation filling and mass concrete all as specified. |
| 18 | Material & Labour for filling of dry rever sand (course aggregate), in any location all as specified and directed by Engineer-in charge. |
| 19 | M&L for Brick work with Fly ash brick designation 100 Kg / Sqcm, straight or curved on plan exc 6 m mean radius built in cement mortar 1:6, using bricks of size 230 mm x 115 mm x 75 mm confirming to IS 12894, complete all as specified and as directed by Engineer-in-Charge. |
| 20 | M&L for Rendering 10 mm thick in cement and sand mortar 1:3 onbrick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cementcomplete all as specified.. |
| 21 | M&L for Rendering 15 mm thick in cement and sand mortar 1:4 onbrick work or cement concrete wall surfaces including finishing the surface even and smooth without using extra cementcomplete all as specified.. |
| 22 | S&F and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8mm dia TMT bars of Fe 500 grade @ 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc , all leads & lift, handling at site etc. all complete as per direction ofall as specified and directed by Engineer-in charge. |
| 23 | S&F of non woven Geotextile conforming to IS-16393 having thickness of 400 GSM, Having minimum tear Strength of 250 ASTM D4533, width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Brack % of 57 plus as per ASTM D 4595 in Two layers, made out of long Fibers to hold the modules and protect liner including cutting , sizing, head welding, and needle punched for high porosity and proper percolation. Complete as per entire satisfaction of Engineer-in-ChargeNote:- Each layer will measured & paid separately for payment. |
| 24 | S&F CGWB / GRIHA approved Pure Rain Filter 700 mm dia with 300 mm dia inlet and outlet to accumulate storm water having desilting suspended solid catcher, made out of FRP with strainers steel 304 grade strainers, having steel bucket of 600 micron capable ofeliminating finer particulate matter upto160 micron filtration made of SS net with long fiber foam of 25 mm thickness, Blue color, filtration capacity 40-80 kiloliters / hours complete in accordance to the design, drawing and specification complete as per entire satisfaction of Engineer-in-Charge. Note:- Rain filter shall be fixed at 2000 mm depth from ground lavel and quoted rates shall deem to include cost of two filter extension. |
| 25 | Extra over for item No 23 above for add or deduct for providing & fixing FRP (FIBER REINFORCED POLYMER) based mirofilter drum / extension of 700 mm dia CGWB / GRIHA approved pure rain filtersdia Accordance to the design , drawing and specification complete as per entire satisfaction all as specified and directed by Engineer-in charge. |
| 26 | S&F including installation of Co-polymer based rainwater harvesting structure including supply of cross wave of size 494 mm x 494 mm x 220 mm with minimum void ratio of 94.7% having, weight of 1.8 kg and spacers having size of 988 mm x 240 mm x 25 mm having weightof 0.8 kg of approved make and arranging the same in as directed by the Engineer -in-Charge, complete accordance to the design, drawings. Therates are inclusive of all necessary transportation, loading, unloading etc.as per entire satisfaction of Engineer -in-charge.Note:- Measurment shall be carried out for net finished volume of structure and void will not be deducted, for payment. |
| 27 | S&F 300 mm dia PVC pipe of working pressure 6 kg per square cm, confirming to IS:4985 including jointing with sealing ring confirming IS:5382 leaving 10 mm gap for thermal expansion all as specified and directed by Engineer-in charge. |
| 28 | Supply, filling, spreading & levelling stone aggregate 20 mm nominal size, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction all as specified and directed by Engineer-in charge. Note:- Measurment shall be carried out for net finished volume of work and void will not be deducted, for payment. |
| 29 | M&L for Plain Cement concrete 1:3:6 type C-2 using 40mm graded stone agg as in drains complete all as specified and directed by Engineer-in charge. |
| 30 | M&L for PCC 1:2:4 type -B0 using 12.5mm graded stone aggregate in surface channel and drain all as specified and directed by Engineer-in charge. |
| 31 | M&L for Extra for forming fair finished drain orchannel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc all as specified and directed by Engineer-in charge. |
| 32 | M&L for Add or deduct to item No 30 above for each 25 mm girth or part thereof over or under 30 cm complete all as specified and directed by Engineer-in-charge. |
| 33 | M&L for cutting of existing bituminous / concrete road / pavement for 200 mm deep and make good with 200 mm thick PCC 1:2:4 Type B1 (using 20mm graded aggregate) complete all as specified and directed by Engineer-in charge. |
| 34 | S&F Framedwork such as grills, gratings, etc. with ends of bars shouldered and / or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framedbalusters; walk ways; railings; framework of water tanksand similar work conforming to Fe 290, Gde-E-165 all as specified and directed by Engineer-in charge. |
| 35 | S&F 160 mm dia PVC ( SWR) pipes single socketed in any length with rubber ring joints fixed to walls with and including fixing clips, bends, elbow, shoes bends etc. complete all as specified and directed by Engineer-in charge. |
| 36 | M&L for preparing new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer completeall as specified. |
| 37 | M&L for PCC 1:2:4 type -B0 using 12.5 mm graded stone aggregate as incills, steps, copings, kneelers, apex stones, bed plates and the like including weathering, slightly rounded or chamfered angles and throating, as directed including necessary formwork complete all as specified and directed. |
| 38 | M&L for precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in, cover slabs for man holes etc., manhole covers, drain covers, and similar articles including necessary form work (reinforcement measured and paid seperately) complete all as specified and directed. |
| 39 | M&L for RCC 1:2:4 type B1 using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified |
| 40 | M&Lfor formworkto soffits of suspended slabs, such as roof slabs, floor slabs, landings and similar work not exceeding 200 mm thick (Horizontal or sloping) for fair finished faces complete |
| 41 | M&L for Mild steel TMT bars 10 mm dia and over, cut to length bent to shape required including crancking, bending, spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 42 | Supplying, assembling, lowering and fixing in vertical postion in bore well, unplasticized PVC medium well casing (CM) pipe of 200 mm dia, conformaning to IS 12818, including required hire and labour charges, fitting& accessories etc.all complete for all depths as per direction of Engineer-in-charge. |
| 43 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well, screen (RMS) pipes 200 mm dia, with ribs, conformaing to IS. 12818, including hire & labour charges, fittings & accessories etc. all complete for all depths as per direction of Engineer-in-Charge. |
| 44 | S&F UPVC Bail plug / Bottom plug sutaible for 200 mm dia pipe, fixed to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I) all as specified and directed by Engineer-in charge. |
| 45 | S&F 200 mm size threaded mild steel cap or spot welded plate to the top of bore well housing / casing pipe, removable as per requirement, all complete for borewell of 200 mm dia all as specified and directed by Engineer-in charge. |
| 46 | M&L for PVC bend for 200 mm bore pipe with nylon wiremesh for to covering one endcomplete all as specified and directed. |
| 47 | S&F 200 mm bore PVC air vent bend U type complete all as specified and directed. |
| 48 | Supply, filling, spreading & levelling stone aggregate 40 to 80 mm nominal size, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction all as specified and directed by Engineer-in charge. Note:- Measurment shall be carried out for net finished volume of work and void will not be deducted, for payment. |
| 49 | M&L for pea Gravel brought direct from river bed, packing in tube well construction in accordance with IS 4097, including providing graval of size 6 to 12 mm, in required grading as per actual requirement , all completeas per direction all as specified and directed by Engineer-in charge. |
