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| 1 | Clearing Grass and Removal of RubishClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means.(Outer Periphery of the Pond.) |
| 2 | for Dewatering pump 10H.Pwater area x depth/8.3m3/hour (basic rate + 10% C.P + 5% O.H.C) |
| 3 | E/W in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil ( vide classification of soil item-A) and making the banks with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers beyond 500 m and upto 1000 m and all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 4 | Extra for earth work in marshy, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I. same as item no. 03. |
| 5 | E/W in excavation of cut-off trenches by hydraulic M/C in grade A&B type of soil including morroum soil, soil mixed with kankar, pebbles and boulders up to 300mm size and disposal of the same beyond 1/2 km up to 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 6 | Earth filling in foundation trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) (1/3rd of excavated volume) |
| 7 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 8 | Providing random rubble stone masonry in CM (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. (Toe Wall) |
| 9 | Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. (Pond side edge on which boulder pitching to be done) |
| 10 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with propoer camber , grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I. (Mode of measurement sectional measurement of compacted earth.) (Pond side edge on which boulder pitching to be done) |
| 11 | Supplying and Laying boulder in rock toe,heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc. but excluding the cost of carriage all complete as per specifications and direction of E/I. |
| 12 | Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and direction of E/I. |
| 13 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (including both sides of pathways also) |
| 14 | Supplying and laying 300 mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km. Lead including watering and ramming till growth of the grass all complete as per specification and direction of E/I. (Pond side edge on which horticulture to be done) |
| 15 | Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure inthe ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredunserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 16 | Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 17 | Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165cm. in big poly bag of size 25 cm as per direction of the officer-in-charge.v |
| 18 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 19 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents (Weight grams/sqm. 510 (+/-8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. |
| 20 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 21 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). |
| 22 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 23 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutterng all work up to plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 24 | Providing designation 75 B brick work in C.M. (1:6) in foudation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (for new walls on both sides of stairs) |
| 25 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1:4 (1cement : 4 coarse sand) |
| 26 | Clearing Grass and Removal of RubishClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means.(Outer Periphery of the Shed.) |
| 27 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. |
| 28 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick C.C. paver block of M-35 grade with approved color design and pattern. |
| 29 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (including both sides of pathways also) |
| 30 | Providing and laying in position 1:1.5:3 grade of reinforced cement concrete, excluding the cost of centering, shutterng, finishing and reinforcement all work up to plinth level(PreCast Slab Drain Slab) |
| 31 | Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. a.) 10mm TMT Fe 500 |
| 32 | Providing corrugated G.S. sheets roofing including vertical / curved surface fixed with polymer coated J, or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer two coats of approved paint on overlappig of sheets complete (up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 1.00 mm thick with zinc coating not less than 275 gm/m |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shutterng all work up to plinth level1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 34 | Colour washing two coats over a coat of white wash over new surface with approved quality of lime in approved shade including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing,scaffolding,washing,of floors and taxes all complete as per building specification and direction of E/I. |
| 35 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 36 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.With cement mortar 1:4 (1 cement : 4 fine sand) |
| 37 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. (mirror polished and machine cut edge) Granite stone of any colour and shade (Entrance Gate ) |
| 38 | ELECTRICAL WORKS High MastSupply of 16mtr. High mast in two section Construction S355 grade as per BS-EN 10025 Top Dia 150mm, bottom dia 360mm, plate thickness 3mm, 20side polygon, galvanisation as per BS EN ISO 1461, base plate dia 520mm, base plate thickness 25mm, GI single spike lighting protection, maximum wind speed 47m/s as per IS: 875 (Part-III) with 6 nos foundation bolts of PCD 445mm TS 600/24mm dia/850 mm long. Luminaries carriage: Material for 40 NB ERW Class B - M.S. Pipe, dia of carriage ring 450mm (ID) with 8/12 arm, welded, 2 sections having carrying capacity upto 8/12 luminaries. Trailing Cable: 5 core 2.5sq.mm. PVC flexible copper conductor Winch/Power Tool: Double drum, SWL 350 kg with 1 HP 6 pole single speed integral motor Rope: Grade AISI 304, 7/19 construction, dia 5mm, BLC 1450 x 2 having 2 nos of continues rope. Aviation obstruction light: twin dome aviation obstruction lights LED type as required. (But excluding Feeder Pillar) |
| 39 | Outdoor stand mounted Feeder Panel with 63 amp TP&N, MCB incomer, 63amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. (For high mast) |
| 40 | For 16 mtr. High mast: ITC of the high mast and light fixture with the help of suitable tools and plants, wiring of luminaries with all wiring material like PVC insulated PVC sheathed flexible cable of suitable copper conductor lugs, MCB and all labour & construction of shallow foundation with M25 grade concrete for the high mast considering safe soil bearing capacity of 10T/mtrs sq. for 16 M High mast |
| 41 | S.I.T.C 240W LED Flood lighting luminarie with pressure dia cast housing and toughened glass cover(IP66 protection) in existing pole/pipe supply voltage 100- 270V AC, 50HZ.Luminaries shall be conform to: 10332 part-5/section-5 and shall be completed with all necessary accessories as required |
| 42 | Supplying 4 core 16sq mm XLPE insulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 Volts(Conforms to IS:7098, part-1). |
| 43 | Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 44 | Earthing with G.l. earth pipe 4.5 mtr long. 40mm dia including, accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc, with charcoal and salt as required. |
| 45 | 120 Watt Street Light Installation, Testing & Commissioning of the 7 Mtr. Octagonal Pole & light fitting with the help of suitable tools and plants, and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtrs sq. but excluding wire and MCB. |
| 46 | 7 Mtr. height Octagonal Hot-Dip galvanized pole(BOP-7030) with top dia 70 mm, bottom dia 130 mm & made of 3 mm thick sheet, base plate dimensions 200 X 200 X 12 mm (LxBxT) including suitable sizes of foundation bolt all complete as reqd. (Without Arm) |
| 47 | 1.5 m Double Arm suitable for 70mm Top |
| 48 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 49 | PVC/XLPE insulated PVC sheathed heavy duty, armoured electrical cable with aluminium conductor forworking voltage up to and including 1100 volts - 4 core 10 sq mm |
| 50 | Supplying and fixing 4 way. single door, single pole and Neutral, sheet steel, MCB distribution board, 240 volt. on surface / recess, complete with tinned copper bus bar, neurtal bus bar, earth bar, din bar, interconections. powder paint including earthing etc. as required (But without MCB/RCCB/Isolator) |
| 51 | 10 sq.mm copper lugs |
| 52 | 3 core 2.5 sq. mm FR pvc insulated copper wire. |
| 53 | Outdoor stand mounted Feeder Panel with 32amp TP&N, MCB incomer, 45amp TP contactor automatic switching of luminaries, power tool control incommer outgoing terminal etc as reqd. |
| 54 | S.I.T.C of floowing rating LED Street lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 100-270V AC, 50Hz. Luminarie shall be confirm to 15: 10322 part- 5/section-3 and shall be complete with all necessary accessories as required - 120 watt street light. |
| 55 | Earthing with G.I. earth pipe 4.5 mtr long. 40mm dia including accessories, and providing masonary enclosure with cover plate having arrangement and watering pipe etc. with charcoal and salt as required. |
| 56 | Supply and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as required. |
| 57 | 6 amps. to 32 amps, ratings, SP MCB, \\"C\\" series, 10 KA breaking capacity |
| 58 | Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. |
| 59 | Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres. |
| 60 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification |
| 61 | Providing designation 75B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 62 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M20 using batching plant, transit mixer & manual placing |
| 63 | Supplying and fixing of 25 mm of PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 64 | Supplying and drawing 2x2.5 sq.mm sizes of FR/PVC insulated copper conductor single core cable in existing surface / recessed steel / PVC conduit including dismantling as required |
| 65 | 25 mm PVC Bend |
| 66 | 25mm PVC Couplers |
| 67 | Supplying and fixing 2 way,single door ,single pole & neutral,sheet steel,distribution board,240 voits on surface/recess complete with tinned copper bus bar,neutral bus bar,earth bar,din bar,interconnections powder painted including earthing etc.as required.(But without MCB/RCCB/Isolator) |
| 68 | 6 amp to 32 amp rating DP MCB \\"C\\" series 10 KA breaking capacity |
| 69 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 70 | S.I.T.C of following rating LED Post top lamp made in die cast aluminium housing with decorative clear/opal acrylic diffuser on existing pipe encluding connection with 1.5 sq mm copper conductor etc all complete has required . 10/15 Watt LED Post Lamp opel |
| 71 | SHEET METAI/ PANEL MOUNTED SFU WITH REWIREABLE/ HRCFUSES, MCC'B & BUSBARS/F rewireable double pole/ TP&N switch disconnector :-Providing and fixing following DP/TP&N sheet metal switch disconnectorfuse unit in the existing metal board with rewireable type fuses, includingdrilling holes in metal board . making connections. etc. as required 2.1.1 32 amps , double pole |
| 72 | Movable Steel Garbage Bin (Cotainer) of the size to fit in Cotainer Placer (TATA - 407) of Deoghar Municipal Corporation, Deoghar. |
| 73 | RCC Chair Bench |
| 74 | SHAMSHAN GHAT PONDClearing Grass and Removal of RubishClearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means. |
| 75 | Dismantling RCC work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. |
| 76 | Providing and laying in position 1:1.5:3 grade of reinforced cement concrete, excluding the cost of centering, shutterng, finishing and reinforcement all work up to plinth level |
| 77 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mmnominal size) For Column |
| 78 | Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. a.) 10mm TMT Fe 500 |
| 79 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 80 | Centering and shuttering including strutting, propping etc. and removal of form for Columns,Pillars,piers,abutments,post and struts. |
| 81 | Providing designation 75 B brick work in C.M. (1:6) in foudation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. (for new walls on both sides of stairs) |
| 82 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. |
| 83 | Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plas-tered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I. |
| 84 | In gratings, frames, guard bar, ladder, railings, brackets, gates a nd similar works Bracing (40mmx40mmx3.2mm) Rate 3.49 kg per mtr. |
| 85 | Earthwork in excavation in foundation trenches in ordinary soil-do-do-specification and direction of E/I. |
| 86 | Providing coarse clean send in filling in foundation 5.1.10 trenches or in plinth do do specification and direction of EL |
| 87 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. |
| 88 | Providing and laying in position cement concrete of specified grade escluding the cost of centering and shuttering-All work up to plinth level 1:2:4 (1 cement: 2 coarse sand (tone-ill): 4 graded. stone aggregate 20 mm nominal size) |
| 89 | Providing and laying in position specified grade of 5.3.9 reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-1:1.5:3 (1 cement: 1.5 coarse sand (zone-lil): 3 graded stone aggregate 20 mm nominal size) |
| 90 | Reinforced cement concrete work in walls (any thickness), Including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, plers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mmnominal size) |
| 91 | Providing Tor steel reinforcement of 10mm, 12mm,& 16mm. dia bars as per approved design and drawing Inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 92 | Providing Tor steel reinforcement of 8mm. dia bars as per approved design and drawing Inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 93 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 94 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI: 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank 1000 lit capacity |
| 95 | Transportation charge 01, Lifting of 2000 Itrs. Capicity tank 01, Making Hole in tank 01, Making Hole in tank 04, Making long screw in G.I.Pipe 04, providing platform 01, Designing, supplying, Instalattion testing & commissioning 1 H.P. Solar pump 01, carring out Yeld Test for ascertaing the discharge 01, supplying all labour, tools and equipment 01, provision for solar light lamp 01 |
| 96 | Drilling of Tube Well in all kinds of soil 125 MM Dia FROM 0-50 |
| 97 | Drilling beyond 51 to 125 mtr upto 60 mtr below G. L |
| 98 | Supplying all tools, equipment and labour and doing washing, flushing and development of drilled tube well |
| 99 | Supplying all tools tackles & lowering of 200 mm UPVC casing pipe etc. All complete as per specification & direction of E/I |
| 100 | Supplying labour and equipment including 200 mm dia G.I.Cap All complete as per specification & direction of E/I |
| 101 | Basic Rate of 32mm G.I. Pipe in 3 mtrs lenth (medium) with seamless socket |
| 102 | Carriage of Material Sand lead 10 KM (1K+9P) |
| 103 | Carriage of Material Stone chips lead 20 KM (1K+19P) |
| 104 | Carriage of MaterialS Metal lead 1k+19 |
| 105 | Carriage of Stone Dust 20km |
| 106 | Carriage of Material Boulder with lead 20k |
| 107 | Carriage of Material Bricks lead 1k+23 |
| 108 | Add 18% for G.S.T. |
| 109 | Add 1%Labour Cess Please Enable Macros to View BoQ information |
