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| 1 | JOB NO: DA/79/RW/2025-26 - PROVN OF GROUND WATER RECHARGING SYSTEM AT 8 ENGINEER REGT UNDER AGE(U)(W/S) NO-2 |
| 2 | Excavation over area not exc 1.5 m deep and getting outin any type of soil and getting outto required level all as specified and as directed by Engineer-in-Charge |
| 3 | Excavation over area for eachadditional 1.5m or part thereof in depth beyond the first 1.5 m in depth including getting outin any type of soil complete all as specified and directed. |
| 4 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge |
| 5 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. |
| 6 | Supply and filling coarse sand in bottom of recharge chamber 10 to 12.50 mm size complete all as per existing site specified and directed. |
| 7 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and directed. |
| 8 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and directed. |
| 9 | M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified. |
| 10 | Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge. |
| 11 | Material and labour for PCC (1:2:4) type B-I(with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and mooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 12 | Material and labour for PCC (1:3:6) type C-I(with 20 mm graded aggregate) as in channel drain , finished even and smooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 13 | M&L for pre cast RCC 1:2:4 type B-1 as in detachable slab inclusive of all form work and setting in cement mortar 1:4 all as specified and direcetd. |
| 14 | Material and labour for Brick workwith sub class \"B\" bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge. |
| 15 | Material and labour rendering 10 mm thick with cement martor (1:6) on fair faces of brick walls for finishing the surface even and smooth without using extra cementcomplete all as specified and directed by Engr in charge. |
| 16 | Supplying and packing pea gravel of size 3.00 mm to 6.00 mm around casing pipe all as specified and directed by Engr-in-Charge. |
| 17 | M&L for sign board made out of 2mm thick sheet steel of size 120x90Cms painted both side with two coats of synthetic enamelled paint of approved colour over a coat of red oxide primer and writing both side \"Rain Water Harvesting Pit No, GE (U) Water Supply\" with white paint over approved painted back ground and embedded in and including PCC at 2 mtr height above ground level complete with angle iron legs-02 Nos of size 50x50mmall as directed by Engr-in-charge. |
| 18 | Drilling not less than 250 mm bore hole by DTHmethod to any depth below the ground level in any kind of rock/soil upto 60 mtr deep including disposal of surplus soil to a distance not exc 50 mtr away all as specified and directed by Engineer-in-Charge.Note : 1) In case of incountering rock prior to 30 mtr depth from ground level the decission of the Garrison Engineer for reboring shall be final and binding.Specific order in writing shall be issued by Garrison Engineer for reboring and the quantities shall vary accordingly.2) cost of transportation of DTH plant is included in the unit rate. |
| 19 | M&L for 200 mm internal dia UPVC casing pipe conforming to IS-4985-2000 with minimum pressure rating 8.0 Kg/Sqcm in 6.00 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 20 | M&L for 200 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 with minimum pressure rating of 8.0 Kg/Sqcm having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 21 | M&L for development of bore well of any bore/ capacity and size not less than 30 mtr deep at the pressure not less than 6Kgs/Sq Cm by diesel engine driven air compressor of capacity 450 CFM including air pipe, transports and connected items for desired flow of rain water into ground all as specified and directed by Engr-In-charge at site . |
| 22 | Material and labour for fabrication, welding and fixing of MS works of any sizes of angles irons/flat iron/MS sheet works for valve pit cover, ladder, Sump Manhole Cover, Grills and stair steps etc including painting two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 23 | M&L for 150 mm dia UPVC pipe PN10 having with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 24 | JOB NO: DA/70/RW/2025-26 - PROVN OF RAIN WATER HARVESTING SCHEME ALONGWITH ALLIED INFRA AT NIKALSON RANGEUNDER AGE(U)(W/S) NO-3 |
| 25 | Surface excavation n. exc 30cm deep and averaging 15cm deep and getting out in any type ofsoil, complete all as specified and directed. |
| 26 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type ofsoil including getting out and levelling of bottom surface to required level all as specified and as directed . |
| 27 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for foundation etc. or for shafts , wells, cesspits, manholes, pier holes, cable, pipe etc in any type ofsoil including getting out and levelling of bottom surface to required level all as specified and as directed . |
| 28 | Excavation in trenches exceeding 3.0 mtr deep in hard rock and getting out for shafts, wells, cesspits, manholes, pier holes, cable, pipe etc, complete all as specified and directed. |
| 29 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge |
| 30 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. |
| 31 | Material and labour for brick aggregate of size 40mm to 63mm asfirst layer in rain harvesting pitto be provided with brick aggregatein the layer400 mm thick, complete all as specidied and directed |
| 32 | Material and labour for gravel 05-10mm to be provided for second layer of rain water harvesting pit. and provided upto the layer of 400 mm thick, complete all as specidied and directed (Note:- Stack measurement shall be entered in MB for payment purpose.) |
| 33 | Material and labour for filling sand in the third layer of rain water harvesting pit. The sand particle should be of size 1.5 to 5mm to be provided in the layer of 400mm thick(Note:- Stack measurement shall be entered in MB for payment purpose.) |
| 34 | Trial bore of 200mm dia upto 200 mtr deep below the ground level in any kind of soil /strata incl hard stone/boulders and including electronic logging, MS Cap MS flat iron clamp, reducing socket etc,complete all as specidied and directed |
| 35 | Development of trial bore by reaming upto 300mm for 100 mtr from ground level in any type of soil /strata incl hard stone and boulders etc for accommodating UPVC Casing pipe ofsize upto 200 mm as directed and filling the gap with pea gravel all as directed by Engg in-charge including disposal of surplus soil to a distance n.exc. 50 mtr all as specified and directed.Notefor ser No 10 and 11 (i) The depth of drilling bore shall be upto water table and will be directed by Engr-in-Charge.(ii) The rates quoted in above items is deemed to be inclusive of all T&P equipement and and labour required for execution of this item at site including transportation charges for the said T&P equipement and no extra cost shall be paid for the same. (iii) Cost of pea gravels should be included in the quoted rates. |
| 36 | M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 in 6m length of pressure rating 10Kg/Sq cm with all necessary fittings including jointing materials all as specified and directed. |
| 37 | M&L for 200mm internal dia UPVC Casing pipe confirming to IS- 4985-2000 (SCH-40) having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessery fittingsincluding jointing materials all as specified and directed. |
| 38 | M&L Brick workwith sub class \"B\" bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge. |
| 39 | M&L rendering 15 mm thick with cement martor (1:4) on fair or other than fair faces of brick walls for finishing the surface even and smooth without using extra cement complete all as specified and directed by Engr in charge. |
| 40 | M&L for PCC 1:2:4 type B1 using 20mm graded crushed stone aggrergate crushed stone aggrtegate as in coping of drain and the like including weathering slightly rounded or chamfered angles and throating as directed and finishing the concrete surface without using extra cement including necessery form work, complete all as speficief and directed. |
| 41 | M&L for precast cement concrete 1:2:4 ( Nominal mix) type B-1 using 20mm graded crushed stone aggregate as in landings, cover slabs( for manhole etc) and similar articals with plain faces, set in cement mortar 1:4 including necessery form work complete all as specified and directed. |
| 42 | M&L for PCC 1:4:8 type D2 using 40mm graded crushed stone aggregate as in foundation , flooring sub base, complete all as specified and directed. |
| 43 | M&L for mild steel TMT Bars, 10mm dia and over cut to length, bent to shape required including cranking, bending, spirally for hooping for columns, hooking end and binding with and including MS Wire( anneled) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 44 | supplying and fixing of retro reflective mandatory/regulatory sign board of size 900mm x 900 mm with supporting legs of 3500mm and made of 2mm thick aluminimum sheet face to be fully covered with high intensity incapsulated type heat activated retro reflactive sheeting confirming to type IV of ASTM-D in blue and silver white or other colour combination incl subject matter, message symboles and border etc as per IRC 67 : 2001 paste by adhesive backing which shall be activated by applying heat and pressure confirming to class-2 and fixing the same with suitable size aluminimum revitt to back support frame of MS angle iron of size 35x35x5mm to the vertical post made upto MS Tee sectionISMT 50x50x6 mm at the bottom ends and incl making holes in pipe, angle flate, providing and fixing message plate of required size steel work to be painted with two or more coat of synthetic enamelled paint of required shade and of approved brand over priming coat of zinc cromate rellow primer( Support to be painted in black and white colour). Back side of aluminimum sheet to be painted with two or more coat of epoxy paint over and including appropriate priming coat incl all leads and lifts etc complete all as per drawings specifications and as directed. |
| 45 | JOB NO: DA/54/CW/2025-26 - PROVN OF CATCHMENT SYS OF RAIN WATER AT CVD AREA AND PIRU VIHAR AREA |
| 46 | Excavation in trenches not exc 1.5 metres wide and not exc1.5 metres deep for pipe line in soft/loose soil, getting out and levelling of bottom surface to required level all as specified and as directed by Engineer-in-Charge |
| 47 | Excavation for Rain Water Harvesting pit/trench in all types of soil including dressing of sides, ramming of bottom, stacking/disposal of excavated material, dewatering (if required), complete as per site requirment and direction of Engineer-in-Charge. Note: (i)Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point .(ii) Removal of excavated material rate shall be deemed in quoted rate. |
| 48 | Returning filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm thick all as specified and directed by Eng. In Charge |
| 49 | Removal of excavated material from site to a distance not exceeding 50 meters away and depositing where directed at a level not exceeding 1.5 meters above the starting point as directed by Engr-in-Charge. |
| 50 | Supply and filling coarse sand in bottom of recharge chamber 1.5 to 2mm size complete all as per existing site specified and directed. |
| 51 | Supply and filling/topping up coarse aggregate 40 mm as screening material complete all as specified and directed. |
| 52 | Supply and filling/topping up coarse aggregate 20 mm as screening material complete all as specified and directed. |
| 53 | M & L TMT bars 10 mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for calumns hooking encl and binding with and including mild steel wire (annealed) not less than 9 mm dia or scuring with clips complete all as specified. |
| 54 | Material and labour for PCC (1:4:8) type D-2 (using 40 mm graded stone) aggregate as in foundation, flooring sub base complete all as specified and as directed at site by the Engineer-in-Charge. |
| 55 | Material and labour for PCC (1:2:4) type B-I(with 20 mm graded aggregate) as in coping, grouting, MS frame made out of angle iron, finished even and mooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 56 | Material and labour for PCC (1:3:6) type C-I(with 20 mm graded aggregate) as in channel drain , finished even and smooth without using extra cement as on brick work/flooring complete all as specified and as directed at site by the Engineer-in-Charge. |
| 57 | M&L for pre cast RCC 1:2:4 type B-1 as in detachable slab inclusive of all form work and setting in cement mortar 1:4 all as specified and direcetd. |
| 58 | Material and labour for Brick workwith sub class \"B\" bricks straight or curved on planexc. 6M mean radius built in CM (1:4) all as specified and as directed at site by the Engineer-in-Charge. |
| 59 | Material and labour rendering 10 mm thick with cement martor (1:6) on fair faces of brick walls for finishing the surface even and smooth without using extra cementcomplete all as specified and directed by Engr in charge. |
| 60 | Supplying and packing pea gravel of size 3.00 mm to 6.00 mm around casing pipe all as specified and directed by Engr-in-Charge. |
| 61 | M&L for sign board made out of 2mm thick sheet steel of size 120x90Cms painted both side with two coats of synthetic enamelled paint of approved colour over a coat of red oxide primer and writing both side \"Rain Water Harvesting Pit No, GE (U) Water Supply\" with white paint over approved painted back ground and embedded in and including PCC at 2 mtr height above ground level complete with angle iron legs-02 Nos of size 50x50mmall as directed by Engr-in-charge. |
| 62 | Drilling not less than 250 mm bore hole by DTHmethod to any depth below the ground level in any kind of rock/soil upto 60 mtr deep including disposal of surplus soil to a distance not exc 50 mtr away all as specified and directed by Engineer-in-Charge.Note : 1) In case of incountering rock prior to 30 mtr depth from ground level the decission of the Garrison Engineer for reboring shall be final and binding.Specific order in writing shall be issued by Garrison Engineer for reboring and the quantities shall vary accordingly.2) cost of transportation of DTH plant is included in the unit rate. |
| 63 | M&L for 200 mm internal dia UPVC casing pipe conforming to IS-4985-2000 with minimum pressure rating 8.0 Kg/Sqcm in 6.00 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 64 | M&L for 200 mm internal dia UPVC slotted pipe conforming to IS-4985-2000 with minimum pressure rating of 8.0 Kg/Sqcm having 3mm slots in 2.44 to 3.85 mtr length with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
| 65 | M&L for development of bore well of any bore/ capacity and size not less than 30 mtr deep at the pressure not less than 6Kgs/Sq Cm by diesel engine driven air compressor of capacity 450 CFM including air pipe, transports and connected items for desired flow of rain water into ground all as specified and directed by Engr-In-charge at site . |
| 66 | Material and labour for fabrication, welding and fixing of MS works of any sizes of angles irons/flat iron/MS sheet works for valve pit cover, ladder, Sump Manhole Cover, Grills and stair steps etc including painting two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. |
| 67 | M&L for 75 mm internal dia UPVC pipe conforming to IS-4985-2000 (SCH-80) having with male and female end with all necessary fittings including joiting and jointing materials all as specified and directed. |
