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| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil |
| 3 | Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete. |
| 4 | Providing and laying in position cement concrete ofspecified grade excluding the cost of centring andshuttering.All work upto plinth level:1:4:8 ( 1 Cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) |
| 5 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding allcomplete above plinth level. (i) Thermo-MechanicallyTreated bars of grade Fe-500D or more |
| 6 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (i) Electric resistance or induction butt welded tubes. Tubular truss 40 mm rafter and purlins |
| 7 | Providing and placing of G.I. pipe over the pump house on top portion of the R.C.C. column as per specification and the direction of the Engineer-in-charge. (i) 150 mm dia. |
| 8 | Supply and installation of 10000 GPH submersiblepump with suitable motor considering with 70.00 mtr.head make of Duke upto the depth of 80 ft to 100 ftby 65/80/100/125 mm dia GI Pipe welded with GIflange in/c providing fitting fixing by necessary rubberwasher, nuts & bolts, MS safety clamp etc. as perrequired with main switch/ starter with motor in/ccommissioning & total run as per direction of the E.I.C(G.I Pipe will be paid separately) |
| 9 | Providing & fabrication of column pipe includingfitting fixing of G.I. flange by cutting the GI pipe (conforming to IS : 1239 medium class ) into 3.05 mtr.long and welding the same with GI flange as perspecification and direction of the Engineer-incharge (G.I. pipe will be provided by the agency at his owncost & risk). |
| 10 | For 50 mm dia G.I pipe with 10 mm thick GI flange |
| 11 | For 65 mm dia G.I pipe with 10 mm thick GI flange |
| 12 | For 80 mm dia G.I pipe with 10 mm thick GI flange |
| 13 | For 100 mm dia G.I pipe with 10 mm thick GI flange |
| 14 | Providing and fitting fixing of fully automatic StarDelta type Motor starter ( 3 ph. 50 Hz, 415 V, in SteelSheet Enclosures with Contractor and Timer etc.complete suitable for submersible Pump L & T , BCHABB make as per specification and direction of theEngineer- in charge.35 HP/26 kw Relay range within 20-32 + 10 % |
| 15 | Providing and fitting fixing steel sheet enclosed switch fuse unit (suitable for DIN fuses), triple pole with Neutral Link (TPN), 415/500 Volt, L & T / Havell's/HPL make etc. complete as per specification and direction of the Engineer-incharge |
| 16 | 63 Amps |
| 17 | 100 amps |
| 18 | Providing and fitting fixing with PVC insulated singlecore multistrand Copper cable conforming to IS : 694 for inter connection with all electrical equipments of the pannel board as per specification and direction of the Engineer-in-charge. (i) 16 sqmm |
| 19 | Providing and fitting fixing of moving iron type, Range0-500 V, 96 mm x 96 mm size AC Volt meter ( L & T / AE make) with selector switch as a electricalinstrument of the pannel board as per specificationand direction of the Engineer-in-charge. |
| 20 | Providing and fitting fixing of moving iron type, Range0-100 V, 96 mm x 96 mm size AC Amps meter directreading type ( L & T / AE make) with selector switchand CT coil as a electrical instrument of the pannelboard as per specification and direction of theEngineer-in-charge. |
| 21 | Providing and fitting fixing of Moulded Case CircuitBreaker (MCCB) of Thermal release range , 415 + V,50Hz (L & T, BCH, ABB make) as per specification and direction of the Engineer-in-charge.25-32 Amps |
| 22 | Providing earthing with perforated 40 mm dia G.I.pipe (Medium class) ( 12 mm dia perforation ) , layingof 4 mm dia GI wire from earth electrode to panel,including excavating hole of 600 mm dia and refillingwith Salt and Charcoal / coke in alternate layers of300 mm , as per standard specification and directionof the Engineer-in-charge. (i) for 3 phase connectionwith 4.0 mtr long G.I pipe |
| 23 | Providing and fitting fixing 3 phase indicating lampfitted with panel board with three different colourlamps with batten holder complete as perspecification and direction of the Engineer-in-charge. |
| 24 | Excavating trenches of required width for pipes,cables etc. including exacavation for sockets, dressingof sides where required, ramming of bottoms, depthupto 1500 mm including getting out the excavated soiland backfilling of soil as required after laying ofpipeline, in layers not exceeding 200 mm in depthincluding consolidating each deposited layer byramming watering etc and disposing of surplusexcavated soil with all required leads as per chapter -2 of CPWD specification and direction of theEngineering-in-charge. |
| 25 | A. For UPVC pipes in new work.a. In all kinds of soil For pipes exceeding 90 mm dia but not exceeding300 mm dia |
| 26 | B.For G.I. / C.I. / D.I. pipes in new work.a. In all kinds of soil. For pipes exceeding 90 mm dia but not exceeding300 mm dia |
| 27 | Providing, fixing and laying UPVC pipes conforming toIS:4985 jointing with couplers,of same classconforming to IS:10124(pt-II) with copulers, of sameclass conforming to IS:10124 (pt-II) with solventcement conforming to IS:14182 including testing ofjoints complete (but excluding the cost fo specials likebend, tee etc. which will be paid separately) as perCPWD specification and direction of the Engineer-incharge.A. Class-3 (working pressure 6.0kg/cm2). |
| 28 | 40 mm OD |
| 29 | 90 mm OD |
| 30 | 110 mm OD |
| 31 | 140 mm OD |
| 32 | Providing and laying S & S Centrifugally Cast ( Spun )Ductile Iron Class K-7 Pipes conforming to IS : 8329 asper CPWD specification and direction of the Engineer -in - charge. |
| 33 | 100 mm dia Ductile Iron Class K-7 pipes. |
| 34 | 150 mm dia Ductile Iron Class K-7 pipes. |
| 35 | Charges for push-on ( Tyton ) joints to centrifugually (Spun ) cast iron pipes or ductile iron pipes including testing of joints and including the cost of rubber gasket as per CPWD specification and direction of the Engineer - in - charge |
| 36 | 100 mm dia |
| 37 | 150 mm dia |
| 38 | Providing, fixing and laying fabricated UPVC bend ofrequired degree conforming to IS : 10124 ( part 8 / 9 /10 / 11 / 12 / 13 ) with solvent cement conforming toIS : 14182 including testing of joints complete as perCPWD specification and direction of the Engineer - in -Charge. |
| 39 | 40 mm OD |
| 40 | 50 mm OD |
| 41 | 90 mm OD |
| 42 | 110 mm OD |
| 43 | 140 mm OD |
| 44 | Providing, fixing and laying fabricated UPVC end capconforming to IS : 10124 ( Part 4 ) with solventcement conforming to IS : 14182 including testing ofjoints complete as per CPWD specification anddirection of the Engineer - in - charge. |
| 45 | 40 mm OD |
| 46 | 50 mm OD |
| 47 | 90 mm OD |
| 48 | 110 mm OD |
| 49 | 140 mm OD |
| 50 | Providing, fixing and laying fabricated UPVC equal teeconforming to IS : 10124 ( Part 5 ) with solventcement conforming to IS : 14182 including testing ofjoints complete as per CPWD specification anddirection of the Engineer - in - charge |
| 51 | 40 x 40 mm dia |
| 52 | 50 x 50 mm dia |
| 53 | 90 x 90 mm dia |
| 54 | 110 x 110 mm dia |
| 55 | 140 x 140 mm dia |
| 56 | Providing, fixing and laying fabricated UPVC straightreducer conforming to IS : 10124 ( Part 3 ) withsolvent cement conforming to IS : 14182 includingtesting of joints complete as per CPWD specificationand direction of the Engineer - in - Charge. |
| 57 | 50 x 40 mm dia |
| 58 | 110 x 90 mm dia |
| 59 | 140 x 110 mm dia |
| 60 | Providing, fixing and laying flanged fabricated UPVCtail piece conforming to IS:10124 (part6) with GIflange (8mm thick) with solvent cement conforming toIS-14182 including testing of joints complete as perCPWD specification and direction of the Engineer-incharge |
| 61 | 90 mm OD |
| 62 | 110 mm OD |
| 63 | 140 mm OD |
| 64 | Providing and fixing G.I. pipes medium class as per IS :1239 with latest amendment complete with G.I.fittings including trenching and refilling, cutting andmaking good the walls etc. complete as per CPWDspecification and direction of the Engineer- in -charge. A. External work |
| 65 | 15 mm di nominal bore |
| 66 | 20 mm dia nominal bore |
| 67 | 32 mm dia nominal bore |
| 68 | 80 mm dia. nominal bore |
| 69 | 100 mm dia. nominal bore |
| 70 | 150 mm dia. nominal bore |
| 71 | local |
| 72 | 80 x 80 x 80 mm dia |
| 73 | 100 x 100 x 100 mm dia |
| 74 | Providing and fixing G.I. Reducer with the pipe lineincluding testing of joints complete as per CPWDspecification and direction of the Engineer - in -charge. |
| 75 | 80 x 50 mm dia |
| 76 | 80 x 65 mm dia |
| 77 | 100 x 65 mm dia |
| 78 | 100 x 80 mm dia |
| 79 | Providing & fitting fixing of G.I. flange ( 10 mm wallthickness ) by welding with G.I. / MS pipe and placingposition as per specification and the direction of theEngineer-in-charge. |
| 80 | 50 mm dia |
| 81 | 100 mm dia |
| 82 | 150 mm dia |
| 83 | Providing and fitting fixing C.I non-return valve ofapproved quality as per CPWD specification anddirection of E.I.C |
| 84 | 80 mm dia |
| 85 | 100 mm dia |
| 86 | Providing and fixing brass ferrule with C.I. coverconforming to IS : 2692 including boring and tapping the main as per CPWD specification and direction of the Engineer - in - charge. 15 mm nominal bore |
| 87 | Providing lead caulked joints to spun iron or C.I. pipes and specials including testing of joints but excluding the cost of pig lead as per CPWD specification and direction of the Engineer - in - charge. |
| 88 | 100 mm dia |
| 89 | 150 mm dia |
| 90 | Providing and fixing C.I. sluice valves with capcomplete with bolts,nuts, rubber insertions etc. ( thetail pieces if required will be paid separately ) as perchapter 20 of CPWD specification and direction of the Engineer - in - charge. |
| 91 | 80 mm dia. A. PN - 1.6 |
| 92 | 100 mm dia A. PN - 1.6 |
| 93 | 150 mm dia. A. PN - 1.6 |
| 94 | 200 mm dia. A. PN - 1.6 |
| 95 | Charges for cutting D.I. pipe with steel saw by manual means as per CPWD specification and direction of theEngineer-in-charge |
| 96 | 100 mm dia |
| 97 | 150 mm dia |
| 98 | Providing 40 × 5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30 × 10 × 15 cm 1:3:6 mix (1 cement : 3 fine sand : 6 graded stone aggregate 20mm nominal size) |
| 99 | Providing and fixing DI specials as per CPWD specification and direction of the Engineer - in - charge. |
| 100 | A. D.I all socketed Bend 90 degreei) 100 mm dia |
| 101 | A. D.I all socketed Bend 90 degreei) 150 mm dia |
| 102 | B. D.I. all socketted Bend 45 degreei) 100 mm dia |
| 103 | B. D.I. all socketted Bend 45 degreei) 150 mm dia |
| 104 | C. D.I. all socketted Bend 22.5 degreei) 100 mm dia |
| 105 | C. D.I. all socketted Bend 22.5 degreei) 150 mm dia |
| 106 | D. D.I. all socketted Bend 11.25 degreei) 100 mm dia |
| 107 | D. D.I. all socketted Bend 11.25 degreei) 150 mm dia |
| 108 | E. D.I. all socketted cross. i)100 x 100 x 100 x 100 mm dia |
| 109 | E. D.I. all socketted cross. i)150 x 150 x 150 x 150 mm dia |
| 110 | F. D.I. all socketted teei) 100 x 100 x 80 mm dia |
| 111 | F. D.I. all socketted teei) 100 x 100 x 100 mm dia |
| 112 | F. D.I. all socketted teei) 150 x 150 x 150 mm dia |
| 113 | I. D.I Double socketted tapperi) 100 x 80 mm dia |
| 114 | I. D.I Double socketted tapperv) 150 x 125/100 mm dia |
| 115 | J. D.I Flanged Socketted tail piecei) 80 mm dia |
| 116 | J. D.I Flanged Socketted tail piecei) 100 mm dia |
| 117 | J. D.I Flanged Socketted tail piecei) 150 mm dia |
| 118 | J. D.I Flanged Spigotted tail piecei) 80 mm dia |
| 119 | J. D.I Flanged Spigotted tail piecei) 100 mm dia |
| 120 | J. D.I Flanged Spigotted tail piecei) 150 mm dia |
| 121 | Providing and laying of flexible PVC pipe (conforming to IS:7634)complete as per specification and direction of the Engineer-in-charge (cost of earth work and fitting will be paid separately). |
| 122 | i) 15 mm dia |
| 123 | ii) 20 mm dia |
| 124 | iii) 25 mm dia |
| 125 | Providing and fixing U.P.V.C service saddle as per CPWD specification and direction of the Engineer-in-charge |
| 126 | i. 40 mm dia with 15 mm dia opening |
| 127 | ii. 90 mm dia with 15mm dia opening |
| 128 | iii. 110 mm dia with 15mm dia opening |
| 129 | iv. 140 mm dia with 15mm dia opening |
| 130 | Providing and fixing G.I. Bend /elbow in the pipe line including testing of joints complete as per CPWD specification and direction of the Engineer - in - charge. |
| 131 | i. 15 mm dia |
| 132 | ii. 20 mm dia |
| 133 | iii. 50 mm dia |
| 134 | iv. 65 mm dia |
| 135 | v. 80 mm dia |
| 136 | vi. 100 mm dia |
| 137 | Providing and fixing G.I. socket as per CPWD specification and direction of the Engineer - in - charge. |
| 138 | i) 15 mm dia |
| 139 | ii) 20 mm dia |
| 140 | Providing and fixing G.I. union as per CPWD specification and direction of the Engineer - in - charge. |
| 141 | i) 15 mm dia |
| 142 | ii) 20 mm dia |
| 143 | Providing and fitting fixing PVC/ plastic bib cock conforming to IS:9763 in hydrant points at different location as per specification & direction of the Engineer-in-charge. (i) 15 mm dia PVC/plastic bib cock |
| 144 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 190 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 19.34.1) With Second Class bricks |
| 145 | Planting of Trees and their Maintenance for one YearPlanting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year. |
| 146 | Planting and Maintaining of Flowering Plants and Shrubs |
| 147 | a. Planting flowering plants and shrubs in central verge (200 plants and 800 shrubs in two rows in one km length of road where width of verge is 3 m and above) as per MoRT&H technical specifications Clauses 307. |
| 148 | b. Maintenance of flowering plants and shrubs in central verge for one year |
| 149 | G.I. pipes 40 mm dia |
| 150 | Providing and fixing on wall face unplasticised Rigid PVC soil, waste & vent pipes (working pressure 4 kg /cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion:. |
| 151 | Single socketed pipe - 110 mm OD |
| 152 | Clearing Grass and Removal of RubbishClearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRD Technical Specification Clause 201.By Manual means |
| 153 | Compacting orginal ground supporting Subgrade.Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per MoRD Technical Specification Clause 303.5.2. |
| 154 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per MoRD Technical Specification Clause 301.5. |
| 155 | Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete (using jhama brick aggregate)as per drawing and MoRD technical specification Clause 1301 (rate includes preparation of bed, nominal surface re-inforcement and filling of granular material in recesses between blocks). |
| 156 | Manufacturing and supplying of machine made PVC wire crates chain link type made by SWG PVC wire bearing 12/10 SW GI Wire inside the PVC wire, size of cage 1500 mm x 600 mm x450 mm having square mesh of 80 mm x 80 mm including carrying to the work site as per direction of the engineer in charge (Weight of each cage shall not be less than 7.80 kg) |
| 157 | Supplying and stacking mixed class brick bats (50 % first class & 50 % unclass) including carriage loading and unloading at the site of work complete as per direction of the engineer in charge |
| 158 | Labour charge for filling /packing of mixed class brick bats in S.W.G PVC wire crates of size 1500 mm x 600 mm x 450 mm fastening with SWG GI wire and placing in river bed/slope properly as per direction of the Engg-in-Charge. |
| 159 | Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate By Mix in Place MethodConstruction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.For Grading I Material (jhama brick aggregate) |
| 160 | Water Bound Macadam Sub-Base / BaseWBM Grading 2Providing, laying, spreading and compacting jhamabrick aggregates of specific sizes to water boundmacadam specification including spreading inuniform thickness, hand packing rolling with threewheel roller 80-100 kN in stages to proper gradeand camber, applying and brooming bindingmaterials to fill up the interstices of coarseaggregate, watering and compacting to the required density Grading- 2 as per MoRD TechnicalSpecification Clause 405.By Manual Means |
| 161 | Low porosityProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.00 kg/sqmusing mechanical means as per MoRD Technical Specification Clause 502. |
| 162 | Tack CoatProviding and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503. |
| 163 | 25 mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/ modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 25 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.By Mechanical Means.Bitumen of VG-30 |
| 164 | Seal CoatProviding and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510.By Manual MeansCase - IV : Type - D |
| 165 | Road marking strips (retro-reflective) of specified shade/colour using Hot Applied Thermoplastic material with Reflectorising Glass Beads on Bituminous Surface Providing and applying 2.5 mm thick thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material including reflectorising glass beads @ 250 gms per sqm area by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater including cost of cleaning the road surface of all dirt, seals, oil, grease and foreign material etc, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes as per MoRT&H Technical Specification Clause 803. |
| 166 | 80 mm thick factory made c.c. interlocking paver block of M-35 GradeProviding and laying factory made chamfered edge Cement Concrete paver blocks of required strength, thickness & size/ shape, made by table vibratory method to attain superior smooth finish using PU or equivalent moulds, laid in required grey colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/ laying of inter locking paver blocks intothe sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. all complete as per specifications & approval/ direction of the Engineer -in-Charge:80 mm thick c.c. paver block of M-35 grade with approved colour, design and pattern. |
| 167 | Excavation for StructuresWithout dewatering.Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable materialOrdinary Soil.Upto 3 m depth |
| 168 | Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.Sand filling |
| 169 | Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement).P.C.C grade M 10Nominal mix 1 : 3 : 6 |
| 170 | Providing and fixing Precast chequered cement concrete tiles 18 mm thick, laid in footpath & courtyard, on 20 mm thick bed of cement mortar 1 : 4 ( 1 cement : 4 fine sand ) jointed with neat cement slurry including rubbing and cleaning etc. all complete as per direction of Engineer-in-charge.d ).In dark shade using ordinary cement |
| 171 | Brick solingBrick edging laid in full brick widthProviding and laying brick edging on prepared subgrade according to lines, grades and cross-section shown on the drawing, filling joints with Earth, free from clay with a Plasticity Index not exceeding 6, watering and rolling the same with three wheeled road roller 80-100 kN as per MoRD Technical Specification Clause 412. Please Enable Macros to View BoQ information |
