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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto1.5m, as directed by Engineer-in Charge All kinds of soil |
| 2 | Earth work inexcavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5m 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 50% |
| 3 | Ordinary Rock |
| 4 | Extra for every additional lift of 1.5 m or part there of in excavation/banking excavated or stacked materials 1st lift All kinds of soil |
| 5 | Ordinary Rock |
| 6 | 2nd lift All kinds of soil |
| 7 | Ordinary Rock |
| 8 | 3rd lift All kinds of soil |
| 9 | Ordinary Rock |
| 10 | 4th lift All kinds of soil |
| 11 | Ordinary Rock |
| 12 | 5th lift All kinds of soil |
| 13 | Ordinary Rock |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kinds of soil |
| 15 | Providing and laying of HDPE pipe line in trenches 32mm dia HDPE |
| 16 | 25mm dia HDPE |
| 17 | 20mm dia HDPE |
| 18 | Providing and laying of HDPE pipe as rising main 50 mm dia HDPE |
| 19 | Dumping stone including cost of stones. in Horizontal on level |
| 20 | Providing and laying of ( High density Polyethylene) double wall Corrugated (DWC) HDPE pipe confirming to IS - 16098 Part-2 SN8 (high Stiffness) in dug well including erection vertically with Perforation of 3.50 M above 0.50 M height including carriage complete 600 mm dia HDPE |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 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 |
| 22 | Providing and placing clean, washed, well-graded pea gravel around slotted/Perforated casing pipe as filter media, including supply, transportation, filling in annular space, proper compaction by rodding, and all incidental works complete |
| 23 | Filling availableexcavatedearth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m |
| 24 | Construction of Granular Sub-base by providing close graded material confirming to specifications, mixing in a mechanical mix plant at OMC, carriagge of mixed materials by trippers to work site, foe all leads and lifts, spreading in uniform layers of specified thickness and minor grader on the prepared sirface and compacting with manual labour tomachieve the desired density, complete as per specifications and directions of Engineer Incharge with material confirming to Grade -III (Size range 26.5 mm to 0.075 mm) having CBR Value -20 |
| 25 | Earth work in excavation by 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 upto1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m All kind soft Soil. |
| 26 | Providing and placing clean, washed, well-graded pea gravel around slotted/Perforated casing pipe as filter media, including supply, transportation, filling in annular space, proper compaction by rodding, and all incidental works complete |
| 27 | Providing/laying and wrapping of thermostatic heat tracing cable including wrapping of Aluminium tape. 32-20mm dia HDPE Pipe |
| 28 | Providing and laying of Antifreezing material of insulation for Distribution pipes by way of wrapping in Nitrile rubber tube bindded with ceilo tape, followed by glass wool 80mm thick resin bonded density24 Kg/Cum, Vapour barrier aluminium tape bided with chicken mesh binding wire and HDPE Jacket cladding with joined with heat welded sea/seal 2mm32mm dia HDPE |
| 29 | 25mm dia HDPE |
| 30 | 20mm dia HDPE |
| 31 | Providing & fixing stabilized mud concrete solid blocks (adobe) with 3% cement, masonry upto floor five level including hoisting and setting in position in mud mortar using approved quality mud with carriage of material complete |
| 32 | Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering complete : 1:3:6 (1 Cement: 3 coarse sand(zone-III) : 6 graded stone aggregate 20 mm nominal size). |
| 33 | Providing and fixing 100 mm thick resin bonded glass wool insulation in cavity wall, confirming to Bereau of Indian Standards IS 8183-2024 (Bonded Mineral Wool Specification) having density not less than 24-32 Kg/m3 , thermal conductivity 0.030 to 0.040 W/m.K at 25° C, in the form of semi-rigid slabs/blankets, including cutting to required size and placing within cavity without gaps along with the vapour barrier (200-300) micron polythylene/ aluminium foil on the warm side of the insulation. |
| 34 | 20mm thick mud plaster using approved quality of earth. |
| 35 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 36 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge |
| 37 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fastener so required dia & length (holdfast lugs or dash fastener shall be paid for separately). First class Kail wood |
| 38 | Providing and fixing IS Imarked flush door shutters conforming to IS : 2202 (PartI) non-decorativetype, coreof block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 39 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including Hot finished welded type tubes . Square section 25x25mm thicness 2.5 mm thick |
| 40 | Providing and fixing UV-stabilised polycarbonate roofing sheets of thicness 10mm multiwall corfirming to IS 14443, including fixing with self - drilling screws, EPDM washers, aluminium profiles, sealing, and all acccessories, complete as per specifications and direction of Engineer-in-charge. |
| 41 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate |
| 42 | Providing and laying in position specified grade of cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- On top of wall ; 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 43 | Centering and shuttering including strutting, propping etc. and removal of form work for : |
| 44 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 45 | Suspended floors, roofs, landings, balconies and access platform |
| 46 | Edges of slabs and breaks in floors and walls |
| 47 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 48 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 49 | Steel reinforcement for R.C.C.work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo -mechanically treated bar of grade Fe-500D or more |
| 50 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 51 | Providing, supplying, installing, testing and commissioning of factory fabricated insulated stainless steel water storage tank of 5000 litre capacity, rectangular/Square in sshape, made of stainless steel grade 304, comprising Inner tank (liquide contact layer) made from SS-304 sheets of 1.50mm thickness Outer cladding made from SS sheets of 0.80 mm thickness Tank insulated with 100 mm thick Puff (Polytheurethane Foam) of minimum density 40+_ 2 Kg/m3 , injected between inner and outer walls. Tank completed with inlet, outlet, overflow, drain connections, SS sockets/nipples, Manhole with cover, vent pipe, and level indicator arrangement, Mounted on suitable MS/SS structural supports with anti-corrosive treatment, All joints TIG welded, leak-proof and hygienic finish Including transportation, handling, erection, alignment, anchoring, and all incidental works complete in all respect as per specificaitons and directions of the Engineer-in-Charge Water tank |
| 52 | Water tank |
| 53 | Random rubble masonry with hard stone laid dry in foundation, plinth & walls laid with bond stone |
| 54 | Supply, installation, testing and commissioning of Dual Solarised submersible. pump/ Horizontal Submersible Pump set to be installed in borewell/Dugwell in any part of the District compiling with all relevant standards/Certifications of IS, IS0, IEC, BIS etc having the manufacturer of SPV modules empanelled under latest ALMM of MNRE.The complete job includes.Solar PV modules in mono crystalline (Minimum 960 Wp per HP) as per MNRE/IEC specifications with replacement Warranty of 5 years and 80% output of solar panels at the end of 25 years. (As per technical specifications) Controller/VFD of suitable capacity operatable on both solar and grid supply with voltage range of 30-300 VDC with inbuilt change over between Solar and Grid as per the technical specification of VFD.Replacement warranty of five years. Submersible pump with motor complete set (Kirloskar/ KSB/Crompton/Wilo make) having ISI certified brands with proven track record in government irrigation or solar pump projects preferebaly in Ladakh.The multi-stage sumersible/openwell pump shall be fitted with suitably designed Impellers for handling clean and contaminated river water. The submersible motor shall be water cooled. (As per technical specification of Solar Submersibe/ Openwell Pump set). Replacement warranty of 5 years for complete pump set.(1+1 Standby) Mounting structure complete. (PG/Hot dip Galvanized IS 4759) Cables of suitable type and conductor size, as per PV array current, shall be provided from the PV array to VFD and from VFD to motor. Submersible cable of 10 sq.mm (minimum) shall be supplied along with suitable safety ropes for pump installation. Column pipes of GI in 3 mtr length to be joined by sealing and jointing materials and diameter not less than delivery of Pumps including bends, nipples and MS pipe clamps etc as per site requirement. Earthing as per 3043 for motor and SPV Array. A lightning arrester shall also be provided with SPV array. All civil, electrical and mechanical works including concrete foundations for pump set/concrete covering around the borewell (if required), leveling of ground for mounting structures,transpotaion charges to make the system functional and sustainable.Installation, testing, and commissioning of the pump set along with column pipes in borewell/dugwell shall be carried out, and the pump curve chart shall also be provided. CMC Charges: The Comprehensive Maintenance Contract shall include servicing & replacement guarantee for parts and components such as Pump set, VFD/Controller, PV modules and other hardware of Solar water Lifting System for five years from the date of installation.The date of CMC maintenance period shall begin on the date of actual completion and testing of Solar water Lifting System. Please Enable Macros to View BoQ information |
