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| 1 | Ordinary shrub jungle (area below 25% covered by shrub) clearance involving removal of grass,shrubs,bushes andtwigs including rooting out & disposal etc.complete |
| 2 | Removing stumps,tree roots etc, including excavation ,stacking materials neatly and levelling surface etc,complete.Girth up to 0.60m Add for every additional 0.60 m girth |
| 3 | Dismantling lime or cement concrete hard/ dense soils, moorum & moorum mixed with boulders and mud including dressing placing the exacavated soil neatly in specified dump area or disposing off the same as directed including cost of site clearance, all materials, machinery, labour and dressing etc. complete. |
| 4 | Excavation in all kind of soft/loose/hard/ dense soils, moorum & moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. |
| 5 | Excavation in soft /disintegrated/ weathered rock including wet excavation ,dressing ,placing the excavated materials neatly in specified dump area or disposing off the same as directed ,including cost of site clearance all materials, machinery ,labour and dressing etc.complete. |
| 6 | Excavation in hard rock of all toughness requiring blasting, minimising damage to rock beyond excavation line and placing the excavated rock neatly in specified dump area or disposing off the same as directed, including wet excavation, cost of site clearance, all materials, machinery, labour etc., complete |
| 7 | Removing and re-constructiong 22cm ti 45cm thick dry stone pitching, with stones obtained from removal of old pitching to specified slopes including wedging with stone chips, finishing surface etc.complete. |
| 8 | Earthwork for embankment (hearting/ casing) using selected soil from approved borrow areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour and dressing, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compaction to achieve maximum dry density using sheep foot roller/vibratory compactors etc., complete. |
| 9 | Providing and laying M-20 grade Reinforcement Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using graded aggregate of maximum size. 20mm |
| 10 | 30 cm thick dry stone pitching without quarry with individual stone of 30 cm depth and minimum size 0.021 cum complete. |
| 11 | Providing, fabricating and placing in position reinforcement bars for Reinforced cement concrete / steel Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire etc. Complete. |
| 12 | Removing rock-toe/ boulder toe and filter layers below rock-toe/boulder toe including stacking all materials separately as directed etc. complete. |
| 13 | Re-constructing rock-toe, including filter media,below / behind rock-toe, consisting of 300 mm thick sand layer and 300 mm thick gravel/ metal layer, satisfying specified filter criteria laid in layers, using sand from approved quarry and stones and filter gravel/ metal obtained from rock- toe removed for reconstruction including cost of sand, labour, laying filter and stones to specified slopes, wedging with stone chips, finishing surface etc. complete. |
| 14 | Providing and laying M-15grade Mass Cement Concrete design mix using 40mm graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using graded aggregate of maximum size. |
| 15 | Providing and laying M-20 grade Plain Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc. Complete. Using graded aggregate of maximum size. |
| 16 | Providing 25mm thick guniting/shotcreting tosides and arch of tunnel in M-25 proportion by weight including cost of all materials, machinery,labour ,ventilation,lighting,drainage and all other ancillary operations etc.complete. |
| 17 | Providing shotcrete on old damage concrete/masonry surface or on rock surfaces, comprising of cement, sand, coarse aggregates, water and quick coarse aggregates, water and quick setting compound in designed proportions having minimum density of 2000 kg/cum and strength not less than 25 MPA including preparation of surface by removal of old damaged concrete, cleaning by wire brush/ air water jet, including cost of all material, machinery, labour, T&P, cost of other incidental charges and testing as per relevant specifications etc complete. For average 40mm thick layer. |
| 18 | Providing cement flush mortar pointing to coursed rubble (size stone) face stone masonry in CM 1 : 2proportion by volume including cost of all materials, labour, scaffolding, raking and cleaning, joints for 50 mm depth, batching and mixing mortar pressing cement mortar into joints finishing, curing etc. complete. |
| 19 | Automated Rain Gauge Station (ARG) Equipment set with necessary hardware as per technical specification |
| 20 | Construction of V notches at th Downstream of Dam at Suitable location |
| 21 | Construction of Peizometer at th Downstream of Dam at Suitable location |
| 22 | Providing and laying M 20 grade Plain Cement Concrete Design Mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc., complete. Using aggregate of maximum size. 40 mm |
| 23 | Providing and laying M 20 grade Plain Cement Concrete Design Mix using graded aggregate, clean, hard including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering etc., complete. Using aggregate of maximum size. 20 mm |
| 24 | Providing chainage cum boundary, stone (as per type design no 4 of WRD) |
| 25 | Fixing chainage cum boundary stone, as per type design no 4 of WRD in M 7.5 cement concrete with 40 mm graded aggregate including excavation (any strata), handling and fixing of stone, curing etc., complete |
| 26 | Painting chainage cum boundary stone as per (Type design no 4 of WRD) with enamel paint and figuring and labelling with black paint including cost of paint brushes etc. complete. |
| 27 | Providing and laying M-15 grade Plain Cement Concrete Design Mix using graded aggregate clean, hard for foundation filling and sub structure including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing ,packing joints of shuttering etc.complete. Using graded aggregates of maximum size. 40 mm |
| 28 | Providing and laying M-15 grade Plain Cement Concrete Design Mix using graded aggregate clean, hard for foundation filling and sub structure including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing ,packing joints of shuttering etc.complete. Using graded aggregates of maximum size. 20 mm |
| 29 | Providing and laying M-20 grade Plain Cement Concrete Design Mix using graded aggregate clean, hard for foundation filling and sub structure including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.complete. with lead upto size. A- 20 mm |
| 30 | Providing and constructing PVC pipe weep holes for concrete / masonry walls including cost of all materials, machinery, labour, providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion by volume with 100 mm thick sand backing at the junction of wall and soil back fill, etc. complete |
| 31 | Filling foundations well with san in layours of 250 to 300 mm and compactiong by watering, ramming as directed including cost of all materials, machiner labour etc. complete |
| 32 | Providing and constructing contraction joints by fixing 300 mm wide central bulb type approved quality PVC water stop as per I.S. 15058 in three lines as per I.S. 12200 and forming 200 mm dia. formed drain behind water seals including cost of all materials, machinery, labour etc. Complete. |
| 33 | Providing and fixing in position 1mm thick and 355 mm wide annealed copper sealing strips In contraction joints, including bending to specified shape and providing butt joints with overlap of 50 mm and 10 mm dia. M. S. anchor rods of 600 mm length at 900 mm centre to centre lternately on both sides, Including welding and brazing of anchor bars and joints, etc. complete in all respect. |
| 34 | Providing, fabricating and placing in position steel reinforcement bars for Reinforced cement concrete / Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping / welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire etc. Complete. with lead upto50m and all lifts. |
| 35 | Mansurwari dam RD 0 to 2500 M Granular Sub-base with Well Graded Material (CBR>30 or more) (Table:- 400-1 & Table 400-2) Construction of granular sub-base by providing well graded material like natural sand crushed gravel or crushed stone having CBR >30, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Clause 401 of Specification |
| 36 | Water Bound Macadam Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per clause 404 of specification.(ii) Grading- II (53 to 22.4mm)(a) Using Screening Type-B (11.2mm Agg.) |
| 37 | Dismantling roofing including ridges, hips valleys and guters etc. and stacking the material within 50 metrs lead of. |
| 38 | Excavation in all kind of soft/loose/hard/dense soils, moorum & moorum mixed with boulders and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc. Complete. |
| 39 | Reinforcement for RCC work including straightening cutting, bending, placing in positing and binding including cost of binding wire up to floor two level including all wastage etc. complete. |
| 40 | Brick work with well brunt open bhatta, bricks, crushing, strenght not less than 25kg/cm2 and water absorpt ion not more than 20% in superstructure above plainth level and upto floor two level i/c curing etc, complete. |
| 41 | Reinforcement Cement concrete work (with 20 mm nominal size graded stone aggrgate) in walls (any thickness). Including attached pilasters, buttrsses, plinth and string coruses, fillets, columns, pillars posts and struts etc. above plinth level up to floor two level excuding cost of centering, shuttering finishing and reinforcement. |
| 42 | Reinforcement Cement concrete work (with 20 mm nominal size graded stone aggrgate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelvesm chajjas lintels, bands plain window sills, staircases and spiral stair cases above plinth level and up two floor two level excuding cost of centering, shuttering finishing and reinforcement. in concrete grade. |
| 43 | 20mm cement plaster of mix |
| 44 | LED STREET LIGHT FIXTURE WITH 6M LONG SINGLE POLE SIDE ARM LIGHT POLE FOR ROAD AREA (EARTHEN DAM ,APPROACH ROAD, 960m) 30 meter span approx. Supply and fixing street light with high power LED of 3 to 6 Watt each on existing bracket assembled on single MCPCB and additional unique peanut lens on each LED, system lumens output with efficacy>120 lm/Watt. luminiare having color temp upto 6500K & 50000 hrs. burning life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF> 0.95 & surge protection 10KV. Housing made of pressure die cast aluminium with heat resistant flat glass, IP65 protection. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347 i/c connection wire, testing etc. to complete the job.60Watt, color temp 3000-6500k as required. |
| 45 | Supply of steel tubular pole swaged type as per IS:2713-1980 complete with base plate and top Canopy 410 SP-11 - 8.00 metre |
| 46 | XLPE insulated FRLS heavy duty power cable Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor.4C x 10 SQMM Al. Arm Cable 10 sq. mm. |
| 47 | XLPE insulated FRLS heavy duty power cable Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor.4C x 10 SQMM Al. Arm Cable 16 sq. mm |
| 48 | G.I. junction box Supply, installation, testing and commissioning of G.I. junction box for duct entry 1/3 compartments junction box (frame & trap) including all necessary civil works. 300 x 300 x 65 - 90mm |
| 49 | Providing and fixing 4.0mm (8 SWG) dia G.I. wire on surface or in recessed for loop earthing as required |
| 50 | specifications as amended, consisting of Mono/PolyCrystalline silicon solar cells, netmetering facility, necessary protections,earthing, mountedon Aluminium/GI structure of suitable strength with following components complete as required:- a)Solar Photovoltaic Module of capacity 330W poraove, manufactured in India,conforming to IS14286/IEC61215 ,IS/IEC61730-Part- 1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/systems must be warranted for their out put peak watt capacity,which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. b)Power Conditioning Unit (PCU) of 350-800V DC Input voltage range and 400VAC, three phase,4wire,50Hz+/2.5Hz,output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c)Data Monitoring System complete with accessories. d)Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f) Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1kV grade armoured power and control cables between solar modules, main powercable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. Please Enable Macros to View BoQ information |
