Various Item Yearly Unit Rate For Year 2025-26 For Panchayat Irrigation Division,Palanpur.-BILL OF QUANTITIES Ite mN o Description of Item (with brief specification and reference to book of specifications) Quantity Unit SOR 2024-25 and Reference rate 1 Clearing the seat of earthen dam including seat of spillway and HR including removing the trees, shrubs, bushes, etc. including depositing the materials outside the seat of dam beyond 50m from the toe line and upto 200m lead as directed etc. complete. 1.00 Ha. 5226.50 2 Stripping the seat of dam in all sorts of soils including soft murrum & hard murrum including depositing the materials as and where directed for dam seat & inspection road etc. with lead upto 1 km and all lifts etc. complete. 1.00 Cum. 60.50 3 (a) Excavation for C.O.T./foundation as per design in all sorts of soil & over burden including hard murrum incl. sorting,stacking and depositing materials with lead upto 1KM. and all lifts etc.comp.including dewatering 1.00 Cum. 57.60 (b) Excavation for C.O.T./foundation as per design in soft rock including sorting, stacking materials with lead upto 1KM. and all lifts etc.comp.including dewatering 1.00 Cum. 114.27 (c) Excavation for C.O.T./foundation as per design in hard rock including sorting,stacking materials with lead upto 1KM. and all lifts etc.comp.including dewatering 1.00 Cum. 516.10 4 Quarrying, transporting & spreading selected materials from borrow area for raising of embankment work in homogeneous section in uniform layers of specified thickness (up to 23cm) as directed including dressing breaking clods and rolling at requisite moisture contents to required dry density with roller of suitable type and watering at OMC for leadupto 1.0 km and all lifts etc complete. 1.00 Cum. 78.80 5 Quarrying transporting and laying rockfill for rock toe in layers directed including graded filter,necessary hand packing of stones for adjusting sides to correct design slopes etc.using light hammer driven wedges between rubble on exposed face for leads as specified and all lifts etc.complete. 1.00 Cum. 520.84 6 Providing and lying dry rubble pitching with base of inverted filter as per design and drawing including providing headers or (pre cast headers of concrete M 15) hand packing trimming and dressing of slopes etc. complete for leads as specified and all lifts etc. complete. (a) 45 cm thick pitching with 25 cm filter 1.00 Sq.Mt. 1069.50 (b) 30 cm thick pitching with 15 cm filter 1.00 Sq.Mt. 717.30 (c) 23 cm thick pitching with 15 cm filter 1.00 Sq.Mt. 555.20 (d) 23 cm thick pitching 1.00 Sq.Mt. 518.20 (e) 45 cm thick pitching with 15 cm thick graded gravel & metal and 15 cm thick sand filter layer with header stone should be provided as per drawing. 1.00 Sq.Mt. 1081.80 7 Dewatering for Earthen dam and allied works,foundationareas,pits,trenches with diesel or electrical pumping arrangements including all cost of pipe line,materials,labours as directed with all lifts etc.complete. 1.00 Hp-Hr 46.90 8 Providing and supplying mechanically double twist hightly galvanized with (PVC) poly chloride coating gabions made of mesh size 10 X 12 mm woven wire as per ASTMA- 975 - 97 size of gabion 1 m X 1 m X 1 m including providing and laying stones in the gabions and arranging them in a required manner in the secion of break water or such other structure including quarring,blasting,loading at quarry site, transporting at work site and arrange in the gabions in workman like manner with required layer thickness and arranging this gabions in required layers with the crane of required. capacity (if reqd. as per drawing or as directed) with all material,labour,tools etc. complete. 1.00 No. 3069.80 9 Excavation in all sorts of strata and formations including depositing the unuseful excavated stuff as and where directed including sorting and stacking useful materials as required and upto lead of 200mt. And all lifts etc. complete, including dewatering. (a) In Overburden including hard murrum. 1.00 Cum. 89.00 (b) In Soft Rock 1.00 Cum. 178.00 (c) In Hard Rock 1.00 Cum. 337.00 10 Providing and laying graded filters of sand, gravel and over size metal (100 mm to 150 mm) behind the retaining wall and wing walls as directed as per approved drawing with all lead & lifts etc. complete. 1.00 Cum. 626.00 11 Providing weep holes 100 or 110 mm Dia. of pipe in the retaining wall etc complete. (a) A.C.Pipe 1.00 Rmt. 169.00 (b) P.V.C.Pipe 1.00 Rmt. 358.00 12 Providing and fixing marble plate 45 cms x 60 cms size including engraving for letters as directed etc. complete. 1.00 No. 991.00 13 Providing cement plaster 20mm thick in C.M. (1:3) including racking out joints 20 mm deep including smooth finishing etc complete. 1.00 Sq.Mt. 208.00 14 Providing and fixing G.I. Pipe railing (B class medium duty) as per Design of 1.0 mt. Height using 75mm x 75mm x 10mm angle iron at 2.0 mt. distance for vertical posts 38mm Dia. G.I. Pipe horizontal in 4 rows including one coat of Red lead and two cots of paint etc complete. 1.00 Rmt. 1653.00 15 Providing laying and fixing 20mm Dia. Grill 22 cms c/c including necessary openings support, oil painting with 1 coat primer and two coats of approved oil paint etc. completed. 1.00 Sq.Mt. 2198.00 16 Providing fabricating and erecting steel ladder M. S. Angle 50x30x6 mm in the H.R. well as per design to approach the H.R. gates from top of the H.R. well etc completed as directed. 1.00 Rmt. 1560.00 17 Providing fabricating and errecting in position service gate and emergency gate including finishing, hoisting arrangement embeded parts as per approved design and drawing with painting as directed etc. complete. 1.00 Sq.Mt. 418493.00 18 Providing and laying HYSD/TMT Fe-415,500D steel bar reinforcement for R.C.C. works and anchor bars with providing binding wires including cutting, bending, welding, binding in position, hooking, placing in position with all leads & lifts etc. complete. (A) HYSD steel bar 1.00 M.T. 70611.00 (B)TMT Fe-415 1.00 M.T. 61447.00 (c) TMT Fe-500D 1.00 M.T. 71366.00 19 Providing and placing steel steps of 25 mm Dia M.S. bar including cutting bending and fixing in the wall of H.R. well etc. comp. 1.00 No. 284.00 20 Excavation for depening of pond /check Dam including transporting and spreading the excavated material for raising of embankment in uniform layer or as directed including dressing breaking clods etc for Lead up to 1 km and all lift without rolling and watering etc. complete. 1.00 CM 71.00 21 Excavation in all sorts of soil (including wet and slushy condition of soil) with yellow, sandy, gravelly soil including soft murrum& H.M. including sorting & stacking and depositing the excavated stuff in uniform layers as and where directed upto lead of 30 m and lift as shown below including clearing the site etc. compute (including dewatering). (A) For all canal capacity (a) 0 to 3 Mt. depth 1.00 Cum. 79.00 (b) 3 to 6 Mt. depth 1.00 Cum. 84.00 (c) 6 to 9 Mt. depth 1.00 Cum. 92.00 (B) For foundation trenches of C.D. work (a) 0 to 3 Mt. depth 1.00 Cum. 79.00 (b) 3 to 6 Mt. depth 1.00 Cum. 94.00 (c) 6 to 9 Mt. depth 1.00 Cum. 102.00 22 Excavation in soft rock including depositing the excavated stuff in uniform layers of stacks as directed within led of 30 mt. and lifts shown as under including clearing the site,including dewatering etc complete. (A) For all canal capacity (a) 0 to 3 Mt. depth 1.00 Cum. 137.00 (b) 3 to 6 Mt. depth 1.00 Cum. 137.00 (c) 6 to 9 Mt. depth 1.00 Cum. 145.00 (B) For foundation trenches of C.D. work (a) 0 to 3 Mt. depth 1.00 Cum. 145.00 (b) 3 to 6 Mt. depth 1.00 Cum. 151.00 (c) 6 to 9 Mt. depth 1.00 Cum. 151.00 23 Excavation in hard rock including sorting and stacking of all the excavated materials as and where directed within a lead of 30 m. including chiseling, light and control blasting as per design and drawing and lifts shown as below etc. including clearing the site including dewatering etc. comp. (A) For all canal capacity (a) 0 to 3 Mt. depth 1.00 Cum. 349.00 (b) 3 to 6 Mt. depth 1.00 Cum. 355.00 (c) 6 to 9 Mt. depth 1.00 Cum. 361.00 (B) For foundation trenches of C.D. work (a) 0 to 3 Mt. depth 1.00 Cum. 383.00 (b) 3 to 6 Mt. depth 1.00 Cum. 391.00 (c) 6 to 9 Mt. depth 1.00 Cum. 397.00 24 Extra lead charges for lead between 30 Mt. to 200 Mt. etc. complete. 1.00 Cum. 19.00 25 Earth work in embankment from borrow pits in all sorts of soil and soft murrum or other suitable strata as directed including breaking the clods and dressing to the design sections including cutting the proud section with lead as under and all lift including site clearing etc. complete. (A) For all canal capacity (a) 0 to 30 Mt. 1.00 Cum. 71.00 (b) 30 to 200 Mt. 1.00 Cum. 77.00 (c) 200 to 1000 Mt. 1.00 Cum. 88.00 26 Extra lead charges for each additional km lead or part thereof beyond 1.0 km and upto 5.0 km for embankment work including all lifts etc. complete. 1.00 Cum / Km. 17.00 27 Backfill with selected earth including ramming consolidation including watering with lead as under and all lifts etc. complete. (a) 0 to 30 m 1.00 Cum. 67.00 (b) 30 to 200 m. 1.00 Cum. 69.00 (c) 200 to 1000 m 1.00 Cum. 79.00 28 Cutting down trees of different girth to be measured at 1.00 Mt. above ground level including grubbing and removing the roots completely as including depositing the material as and where directed up to lead of 50.00 Mt. etc. complete. (a) 0.50 to 1.00 Mt. 1.00 No. 613.33 (b) 1.00 to 1.50 Mt. 1.00 No. 1430.00 (c) 1.50 to 2.00 Mt. 1.00 No. 2456.00 (d) 2.00 to 3.00 Mt. 1.00 No. 5603.00 29 Compaction of earth work in embankment in layers of 15 cms to 23 cms thick at requisite moisture content to required dry density including necessary watering and rolling with roller of suitable type. 1.00 Cum. 18.00 30 Dry rolling of earth work with light rollers (upto2 ton capacity) as directed with all lifts etc. complete. 1.00 Cum. 6.10 31 Extra rate for watering the earth work in embankment at requisite moisture content as directed etc. complete. 1.00 Cum. 28.00 32 Providing burnt brick masonary 2nd class in cement mortar in 1:5 proportion for foundation & superstructure upto 6.00 mt. height including striking out joints 20mm deep curing watering finishing joints and providing scaffolding as directed as comp. 1.00 Cum. 4182.00 33 Providing and laying foundation concrete of proportion as under by using cement, sand and machine crushed courseaggregate laid in situ including necessary temping, smooth finishing, watering and curing as directed with all leads and lifts etc complete. (a) PCC 1:3:6 1.00 Cum. 3424.30 (b) PCC 1:4:8 1.00 Cum. 3112.30 34 Providing and laying CC 1:2:4 grade using cement, sand & crushed metal incuding providing & erecting necessary form work, centering, vibrating, smooth finishing, watering & curing as directed with all leads & lifts etc. complete. (a) Sub structures 1.00 Cum. 4873.40 (b) Super strucutres 1.00 Cum. 5053.10 35 Providing and laying RCC 1:1.5:3 grade by using cement, sand and crushed metal for different items like copping work, pier cap, abutment cap, Wearing coat, Skin concrete, Solid slab upto 60 cm. thick, Barrel of canal syphons, barrel of R.C.C. through, & beams for foundation and super structure as per approved design incl. providing necessary centering, shuttering and form work, vibrating, smooth finishing, watering and curing as directed with all leads and lifts etc. comp. 1.00 Cum. 5101.40 36 Providing & laying 7.5 cms thick cast in situ C.C. 1:2:4 grade with the use of crushed aggregates for canal lining works incl. use of all equipments, scaffolding, centering form work etc. with finishing as required to the exposed surface, making asphalt joints as directed and watering and curing (without sleepers) with all lead & lifts etc. complete. 1.00 Sq.Mt. 341.30 37 Providing & laying 10 cms thick cast in situ C.C. 1:2:4 grade with the use of crushed aggregates for canal ling works incl. use of all equipments, scaffolding, centering form work etc, with finishing as required to the exposed surface, making asphalt joints as directed & watering & curing (without sleepers) with all lead and lifts etc. complete. 1.00 Sq.Mt. 387.30 38 Providing, Supplying, Laying & Fixing in position under ground R.C.C. hume pipe of NP 2 class as per I.S.I. Standered specification of prescribed Diameter incl. filling the joints & with providing necessary collars with cement mortar of proportion C.M. 1:1 inclusive of testing for leakage and working pressure as directed with all cost of materials &labour for all leads and lifts etc. complete. (a) 150 mm Dia 1.00 Rmt. 394.10 (b) 225 mm Dia 1.00 Rmt. 450.40 ( c ) 300 mm Dia 1.00 Rmt. 656.60 (d) 450 mm Dia 1.00 Rmt. 979.80 (e ) 600 mm Dia 1.00 Rmt. 1248.70 (f) 750 mm Dia 1.00 Rmt. 1743.90 (g) 900 mm Dia 1.00 Rmt. 2026.70 (h) 1000 mm Dia 1.00 Rmt. 2444.10 (i) 1100 mm Dia 1.00 Rmt. 2659.60 (j) 1200 mm Dia 1.00 Rmt. 3013.90 (k) 1400 mm Dia 1.00 Rmt. 7779.50 39 Manufaturing and supplying the precast table vibrated blocks C.C.1:3:6 grade concrte of 5.0 cms thickness and of design section usingcement,sand and crushed aggregate including necessary smooth finishing, watering and curing with loading, unloadin, transporting of blocks up to 10 km lead and all lift and stacking in the store as directed. 1.00 Sq.Mt. 218.70 40 Fixing precast table vibrated 5.0 cm thick C.C. blocks incl. carting the same from store to the site of work with a lead upto 10 km incl. surface dressing & preparing the section, laying in position, jointing in C.M. 1:3 as directed incl. curing etc. complete. 1.00 Sq.Mt. 102.30 41 Providing cement pointing to stone masonary after racking out joint 20mm deep including scaffolding watering and curing etc. complete. (a) In C.M. 1:3 1.00 Sq.Mt. 130.00 (b) In C.M. 1:2 1.00 Sq.Mt. 133.00 42 Providing cement pointing to brick masonary after racking out joints 20mm deep including scaffolding watering curing etc. complete. (a) In C.M. 1:3 1.00 Sq.Mt. 136.20 (b) In C.M. 1:2 1.00 Sq.Mt. 141.10 43 Clearing silt from canal /drain bed by digging the same to the required bed level and graDiant incl. depositing the excavated earth regularly in spoil bank for utilising the same for preparing the bund after breaking clods as and where directed for lead up to 200 m & lift up to 3 m as under (excluding weed cutting). (a) For canal below 20 Cusecs. 1.00 Cum. 147.90 (b) For canal 20 to 250 Cusecs. 1.00 Cum. 177.50 (c) For canal 250 to 500 Cusecs 1.00 Cum. 207.10 (d) For canal above 500 Cusecs. 1.00 Cum. 236.70 (e) Additional lead of 200 mt.. 1.00 Cum. 23.70 (f) Additional lift of 3.0 mt. 1.00 Cum. 29.50 44 Clearing the shrubs like Akdas, weeds & other vegetation incl. depositing the same outside and buring etc. comp. from canal bed & both slope of banks etc. comp. for canal & drain. (a) Above 7 Cumec 1.00 Km. 11833.20 (b) 0.56 to 7.00 Cumec 1.00 Km. 8875.00 (c) Below 0.56 Cumec 1.00 Km. 5917.00 (d) For Drain above 15 Cumecs 1.00 Km. 17750.00 45 De-silting of various structures of canal and distribution system including depositing the same as directed with all lifts and lead for canal syphone,airvent,T.O. Kundies etc. complete. A) Canal Syphon well 1.00 No. 1479.00 B) For kundies 1.00 No. 325.00 46 Jungle clearance of specified category and bushes for canal/dam work as directed with disposing materials etc. complete. (Excluding tree of girth above 0.5 Mt.) (a) For Light Dence 1.00 Ha. 11833.00 (b) For Medium dence 1.00 Ha. 20708.00 (c) For heavy Dence 1.00 Ha. 29583.00 47 Cleaning the slope of dam within the dam boudary by removing the bushes, shrubs, girth and smoll trees including depositing the materials as and where directed up to 50 mt. lead and all lift etc. complete. 1.00 Sq.Mt. 3.40 48 Spreading the murrum in uniform layer in all lift as and where directed etc. complete. 1.00 Cum. 74.00 49 Prolviding&Filling the empty bag filled with good selected earth or sand including stiching and laying or stacking as and where directed with all lead and lift etc. complete. (excluding the cost of bags) 1.00 No. 32.40 50 Cleaning and Painting U/S faceof skin plate of raDial / vertical gate by applying one coat of zinc primer red oxide and two coats of black shade epoxy paint including cost of material, labour tools safety arrangements, scaffolding etc complete. 1.00 Sq.Mt. 513.20 51 Providing murrum on canal service road incl. Spreading the same and dressing the top surface in required grade and camber etc. complete. A) Hard murrum 1.00 Cmt 392.00 B) Soft murrum/binding material 1.00 Cmt 359.40 52 Providing current repairs general / maintenance watch and ward and other miscellaneous works for irrigation management incl. Operating of gates of HR/CR of Minor sub-minor etc. during irrigation season as directed. 1.00 Km. / Day 926.00 53 Oiling & greasing to gates & its components incl. removing of old grease, cleaning the surface and embeded parts and applying new grease to gatesand its components as directed etc. comp. 1.00 Sq.Mt. 322.00 54 Providing and fixing heavy duty thrust bearing for 38mm and 50mm Dia as directed etc. comp. (A) For 38mm to 50mm Dia bar & I.D/OD 65mm to 95mm 1.00 No. 1336.00 (B) For 63mm Dia bar ID/OD 105mm to 150mm 1.00 No. 1568.00 55 Providing and fixing the iron rod for steel gates incl. Providing big size thread and finishing as required etc. comp. (A) Dia. Of bar 38mm rod for 1.00 Rmt length 1.00 No. 1674.00 (B) Dia. Of bar 50mm rod for 1.00 Rmt length 1.00 No. 2127.20 (C) Dia.of bar 60mm rod for 1.00 Rmt length 1.00 No. 2599.90 56 Providing and fixing heavy duty C.I Nut for steel gates as directed etc. comp. (A) 38 mm Dia bar 1.00 No. 814.60 (B) For 50mm to 63mm Dia bar 1.00 No. 2033.70 57 Providing & fixing M.S. Screw gates with Capston nut & thrust bearing as per detailed designed with steel R.S.J at top incl. Necessary locking arrangements, guide channel at bottom & fastening & 3 coats Oil painting for main outlet. 1.00 Sq.Mt. 45665.00 58 Providing M.S Plate, Channel & angle etc. as required of required sizes for repairing old gates incl. Removing the old gate from site removing rust, broken old plates canals etc. as directed & welding fixing the repaired gates & all type of transportation 1.00 Kg. 96.80 59 Providing and laying soda ash/jute bags filled with good selelcted earth incl. stitching and laying as dsirectedetac. com. (75 to 100 kg cap.) 1.00 No. 45.00 60 Dismentalling C.C. foundation or flooring sorting & stacking useful andunuseful material from the dismentalled materials in lead upto 200mt. as directed under detailed specifications etc.comp. 1.00 Cum. 654.70 61 Dismentalling of RCC work viz. slab, beam,lintel,barrel,staircase etc. including removing the steel from the dismentelled portion without damage to reinforcement sorting & stacking of useful and unuseful material from the dismentalled materials as directed under detailed specifications etc. complete. 1.00 Cum. 1514.90 62 Dismentalling the rubble pitching including sorting out and stacking of useful materials at site upto lead 200 mt. including removing the rubbish as directed etc. complete. (i) 23 cm thick pitching 1.00 Sq.Mt. 40.60 (ii) 30 cm thick 1.00 Sq.Mt. 55.70 (iii) 45 cm thick 1.00 Sq.Mt. 71.80 (iv) 60 cm thick 1.00 Sq.Mt. 87.80 63 Dismentalling the existing RCC pipes including sorting out and stacking of the usefull material (pipe) upto lead 200 mt.as directed under the specification. (i) 225mm to 400 mm Diameter 1.00 Rmt. 181.20 (ii) 450mm to 600 mm Diameter 1.00 Rmt. 363.50 (iii) 650mm to 900 mm Diameter 1.00 Rmt. 488.90 (iv) 1000mm to 1200 mm Diameter 1.00 Rmt. 601.00 64 Hiring Charges Of Various Machinery on site of work including charges of fuel, lubricant, driver etc. Complete 1.00 Hour 808.00 (A) Hitachi Machine 1.00 Hour 2400.00 (B) JCB Machine 1.00 Hour 900.00 (C) Tractor with Hydraulic Trolley 1.00 Hour 3000.00 (D) Hydraulic Dumper 1.00 Hour 1000.00 (E) Water Tanker with 5000 litre capacity 1.00 Hour 800.00 65 (A) Rubble (Quarry base) 1.00 Cum. 180.00 (B) Rubble (conveyance charge) Rate per unit for special lead of 5.00 km 1.00 Cum. 114.79 (C) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between(a) Above 5Km. &Upto 10Km. 1.00 per unit per Km 7.41 (D) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between (b) Above 10Km. &Upto 15Km. 1.00 per unit per Km 9.37 (E) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between(c) Above 15Km. &Upto 25Km. 1.00 per unit per Km 8.52 (F) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between (d) Above 25Km. &Upto 50Km. 1.00 per unit per Km 8.41 (G) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between (e) Above 50Km. &Upto 100Km. 1.00 per unit per Km 9.55 (H) Rubble (conveyance charge) Rate per unit per Km. For Kilometerage above 5km.Lead Falling In Total Range Between (f) Above 100Km. &Upto 200Km. 1.00 per unit per Km 8.36 66 Supplying Labours(a) Skilled 1.00 Per Day 474.00 67 Supplying Labours(b) Semi skilled 1.00 Per Day 462.00 68 Supplying Labours (c) unskilled 1.00 Per Day 452.00 69 Providing Empty Jute Bag On site 1.00 No. 10.00 70 Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work, hand packing the interstices with spauls, filling earth in interstices pannelling complete for all leads and lifts. A) 230 MM THICK 1.00 Sq.Mt 339.80 A) 450 MM THICK 1.00 Sq.Mt 617.50 A) 600 MM THICK 1.00 Sq.Mt 791.70 71 Providing and lying RCC NP2 pipe for chute on rear slopes including excavation and back filling jointing prior with collars curing etc.completed(in C.M.1:1) (a) 225 mm Dia pipe 1.00 Rmt 642.05 (b) 300 mm Dia pipe 1.00 Rmt 874.70 (c) 450 mm Dia pipe 1.00 Rmt 1292.10 72 Providing uncoarsed rubble masonry for foundation and superstructure in cement and sand mortar by weigh batching and mixing including use of scaffolding finishing to required shape, batter and steps as per approved drawings, racking out joints, curing in C.M. 1:5. 1.00 Cum 2592.00 73 Providing uncoarsed rubble masonry for superstructure in cement and sand mortar by weigh batching and mixing including use of scaffolding finishing to required shape, batter and steps as per approved drawings, racking out joints, curing In C.M. 1:3. 1.00 Cum 3360.00 74 Backfill with selected earth from out side borrow area or from excavated usefull material including watering, ramming, consolidation etc. with pneumatic templing and lead upto 1.0 Km. and all lift etc. completed. 1.00 Cum 89.00 75 Dewatering for head works and allied work, foundation area, pits, trenches with diesel for electrical pumping arrangements including all cost of pipeline, materials, labours as directed with all lift etc. completed. 1.00 Hp/Ho ur 30.00 76 Providing motorable service road during construction period as directed with necessary earth work, Jungle cutting and maintenance as required for complete 1.00 KM 10018.00 77 Providing Hard Murrum including spreading the same and dressing the top surface in required grade and camber etc. comp. 1.00 Cum 297.00 78 U.C.R. in & foundation masonary superstructure in C.M. indifferent proportion using stones from approved quarry including racking out joints 20min deep where required including providing scaffolding curing finishing as directed with all lifts etc. complete (a) C.M. 1:5 1.00 Cum 2966.00 (b) C.M. 1:3 1.00 Cum 3371.00 79 Providing, Supplying, Laying & Fixing in position under ground R.C.C. hume pipes of NP 3 class as per I.S. specification of prescribed Diameter incl. filling the joints & providing & fixing necessary collars with cement mortar 1:1 inclusive of testing for leakage & working pressure as directed with all cost of materials &labour for all leads & lifts etc (a) 300 mm Dia 1.00 Rmt 694.70 (b) 450 mm Dia 1.00 Rmt 1167.00 (c) 600 mm Dia 1.00 Rmt 1911.90 (d) 900 mm Dia 1.00 Rmt 3468.80 (e) 1000 mm Dia 1.00 Rmt 4887.80 (f) 1200 mm Dia 1.00 Rmt 5878.10 80 Providing, supplying and fixing I.S. Std. R.C.C. P1 class pipe in standard length of following class &Dia with rubber ring joint including transportation fraight charges, inspectoopn charges, loading, unloading, conveyance at the site incl. all albour charges for fixing in position at site incl. making necessary water tight joints. 330 km lead from Bodeli (a) for 600 mm Dia. 1.00 Rmt 1609.00 (b) for 700 mm Dia. 1.00 Rmt 1963.00 (c) for 900 mm Dia. 1.00 Rmt 3101.30 81 Job Work for Dewatering of flood Water by Installing 10HP Open Well Submercible 12 nos. of Pump Set with HDPE pipe to Junction on Floating Plateform with required other acessories by required length upto 1200 meter with Cable, Panel Board, Required Man power, Machinery including all necessary materials and skilled operators for Dist : Banaskantha excluding cost of Electricity up to 30 Days. 1.00 Job 4416500.00 82 Job Work for Dewatering of flood Water by Installing 10HP Open Well Submercible 6 nos. of Pump Set with HDPE pipe to Junction on Floating Plateform with required other acessories by required length upto 1200 meter with Cable, Panel Board, Required Man power, Machinery including all necessary materials and skilled operators for Dist : Banaskantha excluding cost of Electricity up to 30 Days. 1.00 Job 2268280.00 83 Job Work for Dewatering of flood Water by Installing 10HP Open Well Submercible 12 nos. of Pump Set with HDPE pipe to Junction on Floating Plateform with required other acessories by required length upto 1200 meter with Cable, Panel Board, Required Man power, Machinery including all necessary materials and skilled operators for Dist : Banaskantha excluding cost of Electricity for Beyond 30 Days 1.00 Per day 50000.00 84 Job Work for Dewatering of flood Water by Installing 10HP Open Well Submercible 6 nos. of Pump Set with HDPE pipe to Junction on Floating Plateform with required other acessories by required length upto 1200 meter with Cable, Panel Board, Required Man power, Machinery including all necessary materials and skilled 1.00 Per day 27000.00 operators for Dist : Banaskantha excluding cost of Electricity for beyond 30 Days. 85 Dewatering of flood water by using Electrical Openwell Pump from flood affected villages with pipeline arrangements, labours with all lead and lifts etc. comp. excluding cost of electricity. 1.00 HP/Hr 51.00 86 Dewatering of flood water by using Tractor Operated Pump set from flood affected villages with pipe arrangements including labours as directed with all lead and lifts etc. comp. 1.00 Hour 3569.00 87 Providing 10HP Openwell Pumping Machinary cost including panel board, switch, MCB & cable 1.00 No 65656.00 88 Providing and supplying in standard length ISI mark high density Polyethylene H.D.P.E. Pipes suitable for patable water as per IS specification no. 4984/1995 including all local and central taxes, transportation, freight charges. octroi, inspection charges, loading, unloading, conveyance to the dept, stores etc. comp. 110 mm Dia 6kg/cm2 Note:- (1) Rate for HDPE (PE-100) Pipe based on the rate of HDPE Resin as Rs. 117919/MT 1.00 Rmt 240.00 89 Providing, Supplying PVC Pipe 200 mm Dia, 4 kg/cm2 Class II 1.00 Rmt 602.00 90 Providing, Supplying PVC Pipe 250 mm Dia, 4 kg/cm2 Class II 1.00 Rmt 950.00 91 Providing, Supplying PVC Pipe 315 mm Dia, 4 kg/cm2 Class II 1.00 Rmt 1523.00 92 Floating Plateform for carrying 10HP 2 motor capacity in water. 1.00 No 110000.00 93 Floating Plateform for carrying 10HP 3 motor capacity in water. 1.00 No 160000.00 94 1 X 3 X 6 mm Flate PVC Copper Cable Wire 1.00 Meter 120.00 95 Lowering, Laying & Jointing H.D.P.E Pipe in Water logged area at Site including required materials 1.00 Meter 45.00 96 Lowering, Laying & Jointing PVC Pipe 200 mm Dia, 4 kg/cm2 Class II in Water logged area at Site including required materials 1.00 Meter 37.00 97 Lowering, Laying & Jointing PVC Pipe 250 mm Dia, 4 kg/cm2 Class II in Water logged area at Site including required materials 1.00 Meter 50.00 98 Lowering, Laying & Jointing PVC Pipe 315 mm Dia, 4 kg/cm2 Class II in Water logged area at Site including required materials 1.00 Meter 69.00 99 Providing, casting, supplying and installation of Common Header with 110 mm Dia 6 Nos Inlet and 250 mm Dia 1 outlet with 2 meter long 400 mm MS pipe line commen Header with required necessary thickness including all required material, manpower etc complete. 1.00 Nos 120000.00 100 Installation & Fitting of Openwell Submersible Pump in Floating Plateform with Man Power as required to complete the job including carting of Pumping Machinery, lifting of Pumping Machinery from Road to Plateform in water logged area (Av. dist. up to 200mt.), Cable jointing from pump to Panel board, lowering of p/M, & Testing of Pumping Machinery ..etc. 1.00 Nos 25000.00 101 Adjustment of floating plateform for 1 Days with 12 No. Labour per day 1.00 Per Day 8076.00 102 Skilled Operator 1.00 Per Day 702.00 103 10 H.P. Motor Rewinding Charge 1.00 No 3603.00 104 Thrust Bearing 1.00 No 1696.00 105 Pipe Line Joint 1.00 No 248.00 106 Hire charges of JCB - 2DX (0.3 CM) 1.00 Hours 900.00 107 Dismantling of P.M. & Pipeline, floating plateform & tarnsportation charges 1.00 Nos 19435.80 Total Amount- 8230015.40
