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| 1 | Construction of Primary DrainCleaning Juliflora (Prosafis) Jungle including with uprooting and removing of Juliflora stumps |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. |
| 3 | Soft disintegrated rock (SDR), laterite, soft rock or kankar, not required blasting and as directed by the Engineer in charge. |
| 4 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Engineer in charge. |
| 5 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 6 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall upto 2.0m |
| 7 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Side Wall upto 2.5m |
| 8 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for Matt Concrete at 2.0m depth |
| 9 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications for MAT CONCRETE at 2.5m depth |
| 10 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately and as directed by the Engineer in charge. |
| 11 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 12 | Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge. |
| 13 | Supplying and fixing of PVC pipe of 110mm dia (PVC Finolex or Equivalent with ISI Monongram with working pressure of 6Kg/Cm2) pipe weep hole at 15m c/cstaggered including cost od all materials complete etc., and as directed by the Engineer in charge. |
| 14 | Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge. |
| 15 | Providing and fixing Bitumen Pad for Expansion joint in between pavement slabs to 12mm thick and fixed as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (Providing Expansion Joint for every 5 mts interval) and as directed by the Engineer in charge. |
| 16 | Rough stone Dry packing for Aprons and revetments using rough stones and the cost shall inclusive all material and labour charges etc., complete and as directed by the Engineer in charge. |
| 17 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 500 mm with 90mm, 75mm and 63mm metal the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH and as directed by the Engineer in charge. |
| 18 | Random rubble masonry in cement motor 1:5 (one Part of cement, Five part of Crushed Stone Sand (M- Sand)) mix using all granite stones and bond stones for foundation and basement from approved quarry including watering, curing, and labour charges etc., completed as per standard specification and as directed by the Engineer in charge. |
| 19 | Plain Cement Concrete 1:2:4 (One part of Cement, two part of Crushed Sand (M- Sand), four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification and as directed by the Engineer in charge. |
| 20 | Trimming the bed and the side slope of the Nallah/River bank in all soils except hard rock upto a thickness of 7.5 cm to 15 cm etc., Completed and as directed by the Engineer in charge. |
| 21 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. - having width up to 3m |
| 22 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. - having width of 3m -10m |
| 23 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10m and forming bund on either sides and depositing the earth on banks including jungle clearance etc complete and as directed by the Engineer in charge. (Second Depth of 2.00m-3.00 m) |
| 24 | Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS20B) and as directed by the Engineer in charge. |
| 25 | Plain Cement concrete 1:3:6 (one cement, four sand,eight aggregate) using 40mm gauge hand broken granite stone jelly for Road works including dewatering if found necessary and laid in layers of not more than 10cm thick and proper compacted, finishing and curing etc., complete ,etc., complete complying with standard specfication and as directed by the Engineer in charge. |
| 26 | Supplying and fixing GI pipe 32mm dia (B Class) including cutting and fixing into kerb wall for 30cm depth including fixing weld mesh 7.5cm x 5cm, 10 gauge and fixing welding with MS angle 35 x 35 x 6mm all-round and with MS flat 45 x 6mm at middle including primer coat, conveyance etc., complete Chain Link - 2 x 2 using 10 Gauge Galvanised Iron Wire (of all sizes) including Painting new iron work with one coat of approved primer and as directed by the Engineer in charge. |
| 27 | Painting new iron works such as steel doors, windows, ventilators, window bars, balustrades etc., with two coats of best approved first quality and colour of synthetic enamel paint over the existing red oxide priming coat in all floors excluding cost of priming coat etc., complete complying with standard specification and as directed by the Engineer in chrage. (The make, quality and colour of paint should be got approved by the Engineer before use on works.) |
| 28 | Construction of Secondary Strom Water DrainClearing of heavy jungle |
| 29 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. - upto the Depth of 2.00 m |
| 30 | Plain Cement Concrete 1:4:8 (one part of cement, four part of Crushed Stone Sand (M- Sand) and Eight part of coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 31 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications and as directed by the Engineer in charge. for Matt Concrete |
| 32 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications and as directed by the Engineer in charge. for Side Wall Concrete |
| 33 | Vibrated Reinforced Cement Concrete M20 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for Hire charges for Tools and plants, including all other incidental charges, etc., complete as per standard specifications and as directed by the Engineer in charge - for Deck Slab Concrete |
| 34 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMTand all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steelreinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 35 | Supplying and fixing of 24\\" FRC manhole cover with frame 600mm dia with 12 holes of 50mm dia thick (Cover with frame) complete one set. The frame and cover will bear a non fracture load of 10MT for 30 seconds with frame height of 165mm (shall confirm IS 12592/2002, covr height 90mm, bearing (seating area of cover ) 75mm with hot dip galvanizing hook of cover 16mm MS ros, frame edge protection flat of size 25 x 3mm exposed surface of MS rings shall be painted with anti corrosive bitumastic paint and as directed by the Engineer in charge. |
| 36 | Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval) and as directed by the Engineer in charge. |
| 37 | Construction of Modular type RWH Structure capacity of 4.32 cum by using infiltration modules of size 800 x 800 x 360 mm and side wall with infiltration modules of size 800 x 800 x 25 mm including excavation in bitumen / concrete roads surface to a size of 1200 x 1200 x 3000mm and providing base plate, Geo textile 400mm -200 micron, Coarse filter media 20mm thickness, FRP of 700 X 700 mm (clear opening 600 X 600 mm)(Grating cover with Frame- Medium Duty -30MT) , carting away etc.complete. (Every 30m) and as directed by the Engineer in charge. |
| 38 | Construction of Cast-in-situ silt catch pit of inner size 450x450x450mm including necessary earth work excavation including providing foundation in PCC 1:4:8 under wall 100mm thick and cutting the existing storm water drain size of 350x200mm for fixing 2nos. of 160mm dia PVC pipe on the storm drain mouth with RCC cast in situ wall size of 150mm in RCC 1:1.5:3 with steel 9.25kg including fixing of cast iron granting cover with frame size of 550x550mm clear cover 450x450mm – 10MT completing the finishing the work. (10m interval) and as directed by the Engineer in charge. |
| 39 | Refilling with excavated earth in regular layers of 15cm thick each including careful ramming, watering consolidating etc., complete for foundation and basement and as directed by the Engineer in charge. |
| 40 | Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge. |
| 41 | Supplying of PVC pipes 110mm dia with ISI monogram(working pressure 4kg/cm2) and as directed by the Engineer in charge. |
| 42 | Providing and removing barricading with the help of portable fencing along the running track where the work is to be done in close vicinity of the track. Fencing shall consist of self supporting steel angles of size 50 x50x6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23x0.23x0.23M placed at c/c distance of 2.0 M along the track. 12 mm dia rods in three horizontal layers tack welded with the angle posts including providing Retro-reflective tapes in Horizontal & vertical direction. Note : Released material will be the property of the contractor after the completion of work. Cost of cement to be paid separately and as directed by the Engineer in charge. |
| 43 | Hire charges for Dewatering - Diesel Pumpset above 5 HP with fuel and crew charges including transportation and as directed by the Engineer in charge. |
| 44 | Towards the hire charges for providing temporary approach platforms to the residences near execution site including the cost of fabrication,placing properly across the drains ,removing the same after the work is complete etc as directed by Engineer in charge. The approach platform will be made of 2.40mx1.20m - 6mm MS sheet fabricated with 75mmx40mm MS Channel-2.0m at bottom on all sides of sheets length wise and 50mmx6mm MS flats of 0.70m length at 500 mm centre to centre in tranverse direction including fixing MS flat drilled on corners of channel suitable for joining the next sheet with bolts and nuts including cost of materials,fabrication charges etc complete and as directed by the Engineer in charge. |
| 45 | Rejuvenation of Water bodies Earth work excavation for desilting the existing rivers / canals / channels/odai/ nullas / drains/flood bowls/ tanks/ reservoirs etc., consisting of very loose soil, silt, oily silt, slushy, marshy, loany, organic soil, sea shell and flat mica particles with zero present air void in unhygienic & insanitary conditions in under water and not under water deploying earth moving machinery with suitable floats buoys barge/ hydraulic excavator & other mechanical devices including the cost of hire charges for machinery, with cost of skilled operators with helper & cleaners for the entire operations to reach the banks in which the removed silt & sludge has to be dumped over either one of the rivers / canals / channels/odai/ nullas / drains/floods bowls / tanks / reservoirs etc, bank whichever is convenient as per the prevailing site conditions for easy conveyance and including jungle clearance etc.. complete (Rate excluding conveyance to dumping yard or low lying area) and as directed by the Engineer in charge. |
| 46 | Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machinery and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete and as directed by the Engineer in charge. |
| 47 | Removal of Weeds inside the water body. |
| 48 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete and as directed by the Engineer in charge. |
| 49 | Supplying and filling in foundation and basement with Gravel in layers of 150mm thickness well watered rammed and consolidated complying with relevant standard specifications including cost of filling sand and as directed by the Engineer in charge. |
| 50 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight broken stone jelly) using 20mm size hard broken stone jelly for dummy columns,etc., excluding cost of centering shuttering reinforcement grills and fabrication charges but including Cost of Mortar Plasticizer, curing etc. complete and as directed by the Engineer in charge. -Mixing by mechanical means |
| 51 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specification and as directed by the Engineer in charge. |
| 52 | Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification and as directed by the Engineer in charge. |
| 53 | R.R.Masonry in Cement mortar 1 : 5 for Foundation and Basement (New stone) including simultaneously pointing above ground level with the same mortar, Cost of Mortar Plasticizer used etc.,complete complying with standard specification and as directed by the Engineer in charge. |
| 54 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 55 | Rough stone dry packing for aprons and revetments using rough stones and the cost shall inclusive all materials and labour charges etc complete complying with standard specification and as directed by the Engineer in charge. |
| 56 | Brick work in cm 1:5 (one cement and five M.sand) using best quality Burnt Clay Brick of size 9” x 4 3/8” x 2 3/4” with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally other type of bond shall be done as directed by the Engineer in charge. |
| 57 | Supplying and laying permeable Paver block M40 grade Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shap of approved non skitting surface in the top and the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers,sweeping tranporting loading unloading of laying paver block as per standard specification,. (Design and colour of interlocking blocks should be got approved by Engineer before using) |
| 58 | Plastering with cement mortar (1:5) (One part of Cement and Five part of Plastering Sand (P- Sand)) 12mm thick in all floors including cost and conveyance of all materials to site and labour charges etc, complete complying with standard specifications and as directed by the Engineer in charge. |
| 59 | Supplying and fixing of Mild Steel Grills as per the design approved to window, verandah enclosure or gate including one coat of primer and labour for fixing in position etc. all complete in all respects complying with relevant standard specification and as directed by the Engineer in charge. |
| 60 | Supplying and fixing M.S.Grills for compound wall of design using 25 x 5mm MS flats for outer frame Horizontally & vertically. The inner vertical grills shall be 25x5mm MS flat at the spacing of 75mm c/c. The inner horizontal grills shall be 25 x 5mm MS flats adjoining 10 x 10mm square rods both sides at the spacing of 300mm c/c. The horizontal and vertical anchoring to wall shall be 25 x 10mm, Chain Link - 2 x 2 using 10 Gauge Galvanised Iron Wire (of all sizes) including Painting new iron work with one coat of approved primer and as directed by the Engineer in charge. |
| 61 | Painting new iron work with two coats of approved I st class synthetic ready mixed enamel paint of approved quality, brand and shade over the existing priming coat including cost of brushes, enamel paints, scaffolding curing . The paint should be supplied by the contractor at his own cost. (The quality and shade of the paint should be got approved from the Executive Engineer before use on works) etc. all complete complying with relevant standard specifications and as directed by the Engineer in charge. |
| 62 | Outdoor Granite Bench: Supplying, erecting and fixing outdoor granite bench of 3 seater with back rest. Bench shall consist of 2 nos. L shaped bases support and size of L 1.2mx W 0.38mx H 0.45mm and as directed by the Engineer in charge. |
| 63 | Providing PVC Solid Waste Bins to a size of 1.00m x 0.30m for Park sites etc. complete and as directed by the Engineer in charge. |
| 64 | Supply and turffing of Korean grass / mexican grass for 45 Sq Ft including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc and as directed by the Engineer in charge. |
| 65 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement. |
| 66 | Removal of Excavated excess earth away from the site 3km including loading and transportation charges etc., complete and as directed by the Engineer in charge. |
| 67 | Drilling of 4 1/2\\" diameter bore well by using in well rig in hilly area including transporting charges and insertion of casing pipe (including cost of casting pipe and as directed by the Engineer in charge. |
| 68 | UN PLASTICIZED PVC PIPES FOR Slotted pipe AS PER IS 4985 /2000,Supplying Laying and jointing UPVC slotted pipes in the inflitration gallery excluding cost of pipes but including charges for special tools and plants etc., complete such as air compressor and helmet- upvc 6ksc - 160 mm with one end cap and as directed by the Engineer in charge. |
| 69 | Supply and filling of HBGS jelly 40mm Filling and as directed by the Engineer in charge. |
| 70 | Supply and filling of HBGS jelly 20mm Filling and as directed by the Engineer in charge. |
| 71 | Supply and filling of M Sand and as directed by the Engineer in charge. |
| 72 | Vibrated reinforced cement concrete (Design mix M25) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidental charges such as water providing etc., complete as per standard specification and as directed by the Engineer in charge. |
| 73 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel reinforcement grills of all variety like HYSD/CTD/TMT and all grade like Fe 500, Fe550D, Fe 500 D etc., for all RCC works as per design given including cost of steel reinforcement and G.I. binding wire, wastage etc. complete complying with standard specification and as directed by the Engineer in charge. |
| 74 | Supply and installation of 30W LED street Light Fitting with 50MM dia GI Pipe ( 3 metr ), Base Plate 6MM ( Size 150MM X 150MM X 6MM ) thick to be fitted in RCC foundation size 650MM X 650MM X 700MM , 100MM PCC to hold the RCC column. The Rate include manpower,Civil work ,Installlation, Testing and handling over to client ( The Light Post must be earthed with 10 SWG GI Wure MAX-5Met) and as directed by the Engineer in charge. |
| 75 | Supply and fixing of triple pole and neutral 8 way7 segments MCB distribution board complete with the following and necessary neutral link, earth connector link etc. with bus bar and double door arrangements on surface / in flush with wall and making good of the concealed portion with earth connection Incoming: 1 No. 100A 10KA 4 pole MCB -1 NO. 3 nos of 63A DP MCB Outgoing: 24 Nos. 6/10A 10KA SP MCB and as directed by the Engineer in charge. |
| 76 | Supply and Laying of 4X10 SQMM PVC Armoured LTUG Cable in a trench to be excavated at a depth of 0.75 metre putting 0.15 metre layer of sand and covering the cable completely with bricks and sand and refilling the earth to make good and as directed by the Engineer in charge. |
| 77 | Supply and planting of Crotons - Codiaeum variegatum ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the Engineer in-charge. |
| 78 | Supply and planting of Cyprus Plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 8x10 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, Supply and planting of sapling, refilling of excavated earth etc as directed by the Engineer in-charge. |
| 79 | Supply and planting of Hibiscus Hawai Foliage Shrub of height 30-45cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Hibiscus Hawai Foliage Shrub(30-45 Cm)) |
| 80 | Supply and planting of Ixora plant of height of 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Ixora (30-45 Cm)) |
| 81 | Supply and planting of Jasmine plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Jasmine (30-45 Cm)) |
| 82 | Supply and planting of Lavender plant of Height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lavender(30-45 Cm)) |
| 83 | Supply and planting of Lilly Foliage Shurb of height 30-45cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lilly Foliage Shurb(30-45 Cm)) |
| 84 | Supply and planting of Lotus plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Lotus (30-45 Cm)) |
| 85 | Supply and planting of Rose plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Rose(30-45 Cm)) |
| 86 | Supply and planting of Blue Bell plant of height 30-45 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Blue Bell(30-45 Cm)) |
| 87 | Supply and planting of Jasmin Grandiflorum plant of height 15-20 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Jasmin Grandiflorum (15-20 Cm)) |
| 88 | Supply and planting of Cautus plant of height 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Cautus (105-120 Cm)) |
| 89 | Supply and planting of Cycus plant of height of 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Cycus (105-120 Cm)) |
| 90 | Supply and planting of Travellers Palm plant of height 105-120 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Travellers Palm (105-120 Cm)) |
| 91 | Supply and planting of Aloe Vera plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Aloe Vera (20-25 Cm)) |
| 92 | Supply and planting of Mint Thulasi plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Mint Thulasi (20-25 Cm)) |
| 93 | Supply and planting of Avaram herbal Plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Avaram herbal Plant (20-25 Cm)) |
| 94 | Supply and planting of Karpuravalli plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Karpuravalli (20-25 Cm)) |
| 95 | Supply and planting of Vallarai plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Vallarai (20-25 Cm)) |
| 96 | Supply and planting of Thotta Sinungi plant of height 20-25 Cm Plants including Loading and unloading Charges, transportation, stacking of Saplings at site earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the Engineer in charge cost and conveyance of all materials to site etc, complete as per standard specifications. (Thotta Sinungi (20-25 Cm)) |
| 97 | Supply and Providing 450mm dia RCC NP3 pipe for water connections etc complete complying with standard specifications and as directed by the Engineer in charge. |
| 98 | laying and joining of RCC pipe with proper grade and alignment including cost of labour charges and jointing material etc. complete and as directed by the Engineer in charge. |
| 99 | Plantation of trees and landscaping works after the completion of the construction activity |
| 100 | Air Quality Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 101 | Noise Monitoring at 1 location for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 102 | Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 103 | Sub-Surface Water Quality Monitoring at 3 locations for quarterly (once in 3 months) (for details, refer volume-II - technical specification) |
| 104 | Soil / Silt quality Monitoring at 3 locations once per year (for details, refer volume-II - technical specification) |
| 105 | Revision/ updation of safeguard documents |
| 106 | Leaflet/ pamphlet printing (project dissemmination) Please Enable Macros to View BoQ information |
