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| 1 | Restoration and Strengthing of Canal Embankment and Canal Bed |
| 2 | Earthwork in excavation in irrigation canal to the design section and grade by depositing the spoils in the form of embankment in 15 cm layers on both banks as necessary including clearing light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment and canal free from all vegetation including breaking clods not more than 10 mm cube, ramming, dressing and roughening the seat of the embankment with a lead upto 30 M and lift upto 1.50 M, complete as directed.(A) In ordinary Soil |
| 3 | Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity). |
| 4 | Construction of C.C. Lining at Canal System (Chainage 180 m to 612.45 m of Left Canal = 432.45 m) |
| 5 | Labour for preparation of subgrade of lined canal section as per design drawing and grade by ramming and rolled to level and according to the required cross section of the typical lined canal including cutting, filling the existing canal section where necessary compacting the earth in layers in not more than 15 cm thick to form a firm compacted bed & side for lining including watering to obtain required moisture content where necessary etc, complete as directed.(i) For ordinary soil |
| 6 | Soling in foundation at all levels including filling intersides, ramming etc complete as directed and of specified thickness with 9 cm brick on flat including sand packing. |
| 7 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).Shuttering (Beam) without Prop. |
| 8 | CC Work in lined canal in prop 1:2:4 with river shingles of size 6mm to 20mm free from dust, dirt and other foreign materials conforming to I.S 2116-1965 and 542-1962 as specified by the department, water used for mixing the mortar should be free from all impurities including laying the concrete over the subgrade, moistened thoroughly by hand placing/mechanical placing in canal of not more than 3.00m sides with suitable joints in between including providing bed sleepers (cast-in-situ or pre cast) under joints in between including providing all sealing materials as per design and drawing before laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by springkling for at least 28 days etc. complete as directed. (Proper arrangement for obtaining clean water should be made at site). |
| 9 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying, complete as directed. |
| 10 | RCC work in slab, abutment cap and above abutment, pier cap, pedestal, dirt wall etc. in proportion 1:2:4 with hard river shingles of size 6 mm to 20 mm with proper reinforcement as per design including necessary curing etc. with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 11 | Providing 50 mm wide expansion joints with bituminous compound mixed with coarse sand for canal work at an interval of 10 M apart including laying, fitting the compound in proper position, etc, complete as directed. |
| 12 | 12 mm cement plastering including clearing surface and curing, complete as directed. (i) In proportion 1:4 |
| 13 | Construction of 150mm dia H/P Outlet at Canal System At chainages (1560 m, 1810 m, 2450 m, 3760 m & 4710 m of Left Canal) & (1000 m, 1360 m & 1920 of Right Canal) [For 8 nos] |
| 14 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).In all types of soil (except soil mixed with gravel and boulder)(i) For normal lead of 30 M and lift of 1.50 M |
| 15 | CC work in proportion 1:3:6 in foundation / abutment / piers/ wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 16 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).Shuttering (Beam) without Prop. |
| 17 | Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.(i) For 30 cm to 60 cm dia |
| 18 | Supply of Hume pipe (150 mm dia NP3) to the work site. |
| 19 | Hire charges of Diesel Truck - 9 tonne (with POL) |
| 20 | Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M). |
| 21 | Construction of 300mm dia HP cross drainage work at Canal System At chainages (2160 m, 3310 m & 5150 m of Left Canal) & (910 m & 1480 m of Right Canal) [For 5 nos] |
| 22 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site.(Including bailing out stagnant rain water where necessary).In all types of soil (except soil mixed with gravel and boulder)(i) For normal lead of 30 M and lift of 1.50 M |
| 23 | CC work in proportion 1:3:6 in foundation / abutment / piers/ wing walls etc.with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 24 | Centering and shuttering including propping etc where necessary and removal of forms after completion of CC and RCC works, complete as directed. (Measurement to be taken on the face area timbered).Shuttering (Beam) without Prop. |
| 25 | CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 26 | Labour for fitting and fixing hume pipe in position with collars including joining the cement mortar in proportion 1:3 and curing, including carrying the same from godown to site and complete as directed.(i) For 30 cm to 60 cm dia |
| 27 | Supply of Hume pipe (300 mm dia NP3) to the work site. |
| 28 | Hire charges of Diesel Truck - 9 tonne (with POL) |
| 29 | Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M). |
| 30 | Construction of Cattle Crossing at chainages (2180 m & 4220 m of Left canal) & (1330 m & 3210 m of Right canal) [For 4 nos] |
| 31 | Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing dressing the foundation, soaring etc. removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, dressing, watering, breaking clods to not more than 10 mm cube with compensation, complete as directed at site. (Including bailing out stagnant rain water where necessary).A. All types of soils except soil mixed with gravel and boulders(i) For normal lead of 30 M and lift of 1.50 M |
| 32 | C.C work in proportion 1:3:6 in foundation/ abutment/ piers/ wing walls etc. with hard river shingles of size 13 mm to 38 mm including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 33 | C.C work in proportion 1:2:4 in foundation/ abutment/ piers/ wing walls etc. with hard broken stone aggregate of size 13 mm to 38 mm from river boulder including curing with necessary timber shuttering, scaffolding etc. where necessary complete as directed. (Shuttering, scaffolding cost will be paid separately). |
| 34 | Supplying fitting fixing and laying reinforcement (TATA) in position in RCC work including cutting, bending, cranking with two piles 0.91 M (20 BWG) annealed wire hooking tying complete as directed. |
| 35 | Centering and shuttering including propping, nailing, bolting with earth oiling inside face etc and removal of forms after completion of C.C and R.C.C works etc. complete as directed. (Measurement to be taken on the face area timbered).(Abutment / Return Wall / Piers / Pedestal etc.) With 38 mm thick wood plank |
| 36 | 12 mm cement plastering including clearing surface and curing complete as directed. In proportion 1:4 |
| 37 | Earthwork in back filling of structures, obtained from outside borrow pits filling in 15 cm layers, ramming, dressing, watering, including paying compensation of land if any (with lead up to 30 M and lift 1.5 M). |
| 38 | Rennovation of old damaged Chowkidar Quarter of Irrigation colony at Head works site |
| 39 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix). |
| 40 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet. |
| 41 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate. |
| 42 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colourOld work (one or more coats) |
| 43 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm. |
| 44 | Providing corrugated G.S. sheet 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 and two coats of approved paint on overlapping 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/m² |
| 45 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work(hard and soft wood) having VOC content less than 50 grams/ litre |
| 46 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Orissa pattern W.C. pan of size 580x440 mm. |
| 47 | Providing and fixing a pair of white vitreous china foot rests of standardpattern for squatting pan water closet :250x130x30 mm. |
| 48 | Providing and fixing soil, waste and vent pipes : 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905. |
| 49 | Providing and fixing trap of self cleansing design with screwed downor hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outletHubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. |
| 50 | Providing and fixing single equal plain invert branch of required degree :100x100x100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. |
| 51 | Providing and fixing bend of required degree with access door, insertionrubber washer 3 mm thick, bolts and nuts complete. 100 mm diaHubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905. |
| 52 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :300x10 mm |
| 53 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :200x10 mm |
| 54 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :50x37x1.50 mm |
| 55 | Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :300x16 mm |
| 56 | Construction of Boundary Fencing all around Behali Irrigation colony at Head works site |
| 57 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.All kinds of soil. |
| 58 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 59 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 60 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire. |
| 61 | Panting with synthetic enamel pant of approved brand and manufacture of required colour to give an even shade.Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 62 | Installation of Tubewell at Behali Irrigation colony at Head works |
| 63 | Boring with 100 mm diameter casing pipe for hand pump/tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Up to 6 metres depth. |
| 64 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 6 m and up to 12 m depth. |
| 65 | Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 12 m and up to 18 m depth. |
| 66 | Providing and placing in position filters of 40 mm diameter G.I. pipe with brass strainer of approved quality. |
| 67 | Providing and fixing to filter and lowering to proper levels 40 mm G.I.pipe for tube well including cleaning and priming the tube well. |
| 68 | Providing and placing in position hand pump of approved quality 40 mm diameter G.I. pipe complete with all accessories. |
| 69 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :40 mm nominal bore. |
| 70 | Water Supply & Sanitary Facilities |
| 71 | Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Circular shape 450 mm dia each |
| 72 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 73 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 510 x 1040 mm bowl depth 200 mm |
| 74 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe. 40 mm dia |
| 75 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 76 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work/ 32 mm nominal dia Pipes |
| 77 | 18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 32 mm nominal dia Pipes |
| 78 | Providing and fixing PTMT bib cock (stop cock, pillar cock, push cock etc as and where necy.) of approved quality and colour. 15 mm nominal bore, 90 mm long, weighing not less than 93 gms |
| 79 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (For 1 Nos. 1000 litre per each) |
| 80 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.(1) 15 mm nominal dia Pipes (For two Nos) |
| 81 | (3) 25 mm nominal dia Pipes (for two Nos.) |
| 82 | 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 required. : In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 83 | Setting up of Electrical service line at Chowkidar Quarter of Head works site |
| 84 | Processing fee payable to APDCL for load security other condition. |
| 85 | Cost of Energy Meter payable to APDCL. |
| 86 | Installation Charge of Energy Meter payable to APDCL. |
| 87 | Supply and Laying of PVC/ XLPE Insulated Armoured LT Power Cable 1.1 kV Grade with Al Conductor in existing open trench/ in air including fixing with necessary clamps etc. in wall/ pole/ other support as required and as directed.Size of Cable : 10 Sq mm x 2 core |
| 88 | Installation of Electrical Facilities at Behali Irrigation colony at Head works site |
| 89 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group A |
| 90 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper cnnductor, single core cable in surface/ recessed medium class PVC conduit as required. (2) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre |
| 91 | Supplying and fixing following switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.(1.24.1) 5/6 A switch |
| 92 | (1 24.4) 3 pin 5/6 A socket outlet |
| 93 | Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as reauired. |
| 94 | Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 95 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 96 | Supplying and fixing brass batten/ angle holder including connection etc. as required. |
| 97 | Installation , Testing, Commissioning of wall bracket \\"ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 98 | Installation, testing and commissioning of pre-wired, fluorescmlt fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc. directly on ceiling/ wall, including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 99 | Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 100 | Supplying and fixing PVC batten/ angle holder including connections etc. |
| 101 | Dismantling of ceiling fan and painting the same with one or more cnats of spray painting with synthetic enamel paint of approved brand and anufacture to give an even shade, including cleaning Of surface with detergent and replacing the damaged reel, nuts and with washers and safety pins, reinstalling the sarne as required. |
| 102 | Supplying and fixing following way, single and neutral, sheet steel, MCB distribution board, 240 V, on recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, inter connections, powder painted including earthing etc. as required. (But without MCB/ RCCB/ lsolator) (2) 8 way , Double door |
| 103 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" Curve, miniature circuit breaker suitable for inductive load Of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole Single pole and neutral |
| 104 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/and salt as required. |
| 105 | Supplying and fixing folowing size/ Modules, Gl box alongwith modular base & cover plate for modular switches in recess etc. as required.1 or 2 Module (75mmX75mm) |
| 106 | 3 Module (100mmX75mm) |
| 107 | 4 Module (125mmX75mm) |
| 108 | 6 Module (200mmX75mm) |
| 109 | 8 Module (125mmX75mm) |
| 110 | 12 Module (200mmX150mm) |
| 111 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required.1 or 2 Module |
| 112 | 3 Module |
| 113 | 4 Module |
| 114 | 6 Module |
| 115 | 8 Module |
| 116 | 12 Module Please Enable Macros to View BoQ information |
