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| 1 | Clearing Grass and Removal of Rubish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means |
| 2 | for Dewatering pump 10H.P water 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.30% if item no. 3 |
| 5 | 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 fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 6 | 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. |
| 7 | 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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 8 | 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), includingmaking 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 approvedby Engineer-in-charge).. |
| 9 | XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1) 2c x 10 sq mm |
| 10 | XLPE indulated pvc sheathed ,heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts.(conforms to is:7098,part-1) 2c x 6 sq mm |
| 11 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required 2x1.5 sq mm+1x1.5 sq mm earth wireCable Laying of 1.1KV & 11 KV:- |
| 12 | Steel circular hollow pole of standard specification for street lighting to mount light at 5M height above deck level.on every 10M distance along pond edge (pond edge length=910M) |
| 13 | 18Watt LED solar street light with all accessories all complete.(attached quotation from gem.gov.in) |
| 14 | 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 fouda removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:1.5:3 (1 cement :2 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size) |
| 16 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction ofEngineer-in-charge. 16.70.1 Made of G.I. wire of dia 4 mm |
| 17 | Structural steel work in single section, fixed with or without connecting plate, including cutting hoisting , fixing in position and applying a priming coat of approved steel primer all complete.Taking 40mm dia ms pipe having 3.61 kg/mTaking 50mm dia ms pipe having 5.1 kg/m |
| 18 | Providing one coat of aluminium paint over steel surface including cleaning the surface throughly, scaffolding and taxes all complete as per building specification and direction of E/I. |
| 19 | Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment). |
| 20 | Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm |
| 21 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 22 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, aboveground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 mlong verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. |
| 23 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts ofstacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing includingremoval of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 45 cm dia, and 45 cm deep |
| 24 | Providing and displaying of Araucaria cookie having ht. 60 cm to 75 cm, straight, well developed, fresh and healthy with lush green leaves from bottom to top in 20 cm size of Earthen pot/Plastic pot. & as per direction of the officer-in-charge. |
| 25 | Providing and displaying of Areca Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge |
| 26 | Providing and Displaying Bamboo Buddha valley with fresh & healthy 3 to 4 suckers having 75 to 90 cm ht. in 25 cm size Earthen Pot/ Plastic Pot asper direction of the officer-in-charge |
| 27 | Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 28 | Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. |
| 29 | Providing and stacking of Phyllanthus emblica (Amla) of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge |
| 30 | Providing and stacking of Schleichera trijuga (Kusum) of height 150-165cm. in big poly bags of size 25 cm as per direction of the officer-in-charge |
| 31 | Chair Bench with Hand Rest |
| 32 | Trimming & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I. |
| 33 | 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.) |
| 34 | 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. |
| 35 | Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 36 | Providing randam 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. |
| 37 | 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. |
| 38 | 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. |
| 39 | FILLING IN FOUNDATION TRENCHES AND PLINTH in layersnot exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting 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) Compacted Earth Filling (Base of Steps) |
| 40 | Providing randam 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. |
| 41 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 42 | Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weephole. |
| 43 | 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 (1 cement : 4 coarse sand) 25MM Thick |
| 44 | Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/l.(i) classification of soil A |
| 45 | Earth work in back filling the trench after laying different types and sizes of R.C.C. spun pipes with removed during excavation within initial lead and lift as per specification and direction of E/l. |
| 46 | Labour for laying, fitting and fixing NP2 R.C.C. spun pipe with collars in lines, level and grade and providing approved jointing materials and joints properly filled to make them leak proof including providing sight rails, bonning rod, night guard, red light and barrier etc. all complete as per specificationand direction of E/l. 1200 mm dia RCC spun pipe up to 3 m depth of invert belowGL |
| 47 | Supplying labours, tools and tackles for testing of laid, R.C.C. spun pipes upto specified lead of water all complete as per specification and direction of E/l. (Water to be supplied free of cost departmetally) |
| 48 | Providing designation 75 B brick work in C.M. (1:3) in foundation 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 |
| 49 | Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 20 mm nominal size)In foundation Work pcc |
| 50 | 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). |
| 51 | 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. |
| 52 | Carriage of Material Sand lead 10 KM (1K+9P) |
| 53 | Carriage of Material Stone chips lead 20 KM (1K+19P) |
| 54 | Carriage of Material S Metal lead 1k+19 |
| 55 | Carriage of Material S Dust lead 1k+19 |
| 56 | Carriage of Material Boulder with lead 20km |
| 57 | Carriage of Material Bricks lead 1k+23 |
| 58 | Sign Board |
| 59 | Add 18% for G.S.T. |
| 60 | Add 1%Labour Cess Please Enable Macros to View BoQ information |
