Unit Rate (Rate Contract) For The Items Of Works For Various Works In Valod Taluka Of Tapi District - 1 Providing dummy bunds of 1 meter x 0.5 meter with 2:1 slope along the canal in all sorts and murrum for proper drainage as directed with all leads and lift etc. complete. 1.00 CM 2 Clearing the canal land width including removing the shrub, bushes, cactus, weeds other vegetation including cutting down trees upto 0.50 cm girth and depositing the removed materials outside the canal land width up to lead of 50 meter as directed etc. complete.(Without water pool) 1.00 SM 3(a) Excavation for foundation in all sorts of soil including sandy and gravelly soil, soft and hard murrum etc. dry condition including depositing the excavated stuff in uniform layer in banks or as directed etc. complete for lead up to 1.0Km. and lift. (By Machinery) (a) Above Water Table 1.00 CM 3(b) (b) Below Water Table 1.00 CM 4(a) Excavation for foundation in soft rock including depositing the excavated stuff in uniform layer in banks or as directed etc. complete for lead up to 1.0Km. and lift. ( By Machinery) (a) Above Water Table 1.00 CM 4(b) (b) Below Water Table 1.00 CM 5(a) Excavation for foundation in hard rock including blasting and chiseling if nessary sorting out and staking seperataly the usable rubble, depositing the excavated stuff as and where directed including back filling the trenches with suitable excavated stuff etc. complete for all lead and lift. (By Machinery) (a) Above Water Table 1.00 CM 5(b) (b) Below Water Table 1.00 CM 6 Drilling holes of 35mm dia vertical/inclined in all formation of rock / concrete up to required depth including washing with air and water at required pressure for following stage of depth. (a) For 0.00 m to 10.00 meter depth. 1.00 Rmt 7(a) Providing and placing in position reinforcement bars including welding, joints where necessary hooking etc complete as per drawing for all lead and lifts. (a) TMT Steel 1.00 Qtl 7(b) (b)HYSD Steel 1.00 Qtl 8(a) Providing and laying Plain/Reinforced cement concrete of cement ,sand and metal (20mm to 25mm) size in following proportion laid in situ including centering and shuttering, temping, smooth finishing,curing etc. complete as directed for for all lead and lifts. (i) 1:4:8 1.00 CM 8(b) (ii)1:3:6 1.00 CM 8(c) (iii)1:2:4 1.00 CM 9 Providing videography on the occasion of function or for on going construction work including dubbing,titleing rtc. Complete including cost of cassette/ CD (a) For Whole Day 1.00 Day 10 Providing and laying 75mm wearing coat of ordinary portland cement concrete M-15 grade including laying on proper camber, tamping, screening, finishing, broomung or grooving etc. complete for all lead and lifts. 1.00 SM 11(a) Supplying and fixing M.S. gates with all hoisting and finishing arrangements as per design and dimension with necessary two coats of oil paints etc. complete. (a) With Frame and 3 mm plate for gate As per Drawing 1.00 SM 11(b) (b) Without Frame 3 mm plate for gate As per Drawing 1.00 SM 12 Providing and fixing in position 110 mm dia PVC pipe weep holes in abutment wing wall and laying training etc.complete 1.00 Rmt 13 Providing and fixing marble data plate 2cm thickness including engraving and filling paint for letters as directed. 1.00 100 sq.cm 14 Providing & fixing in position sign board of standard size of 1.20mx0.90m with M.S. angle 40mmx40mmx6mm with 3mm thick iron plate including fixing in 1:5:10 prop. Concrete block size 40cmx40cmx75cm including painting existing data on the board etc. complete as directed. 1.00 Nos. 15 Stripping the canal construction width and borrow area in all sorts of soil, soft murrum and hard murrum including depositing the stripped materials as and where directed within a lead upto 200 meter. 1.00 CM 16 Quarrying, transporting and laying inclined or horizontal sand filter for earthen dam in layers of specified thickness as directed including watering, rolling etc. complete with all leads and lifts. 1.00 CM 17 Quarrying, transporting and laying rock fill for rock toe and the drain in layers as directed including necessary hand packing of stones adjusting sides to correct slopes etc. complete for all lifts and lift. 1.00 CM 18 Excavation of canal/draind in all sorts of soils (dry condition of soil) including depositing the excavated stuff in uniform layers in canal banks or in spoil banks or as and where directed including dressing the canal section up to lead of 50 meter and all lift including clearing the site etc.complete (By machinery for canal/drain maintainance) (up to 1.5 cumecs capacity of canal/ drain) 1.00 CM 19 Desilting of various structures of canals and distribution system including depositing the same as directed with all leads and lifts. 1.00 CM 20 Providing hard murrum/soft murrum on canal service road including sprading the same dressing the top surface in required grade and camber etc. complete. 1.00 CM 21 Earthwork in embankment using soil, soft & hard murrum excavated from approved borrow area/village tanks etc.including breaking clods, dressing to the design section with for all lead and lifts. (By poclane machinary) 1.00 CM 22 Compaction of Earthwork in embankment in layers 15 to 20Cms at requisite moisture content to required dry density not less then 85% of corresponding proctor maximum dry density including watering,rolling with suitable type of roller etc.complete. 1.00 CM 23 Providing and laying dry rubble pitching of various thickness to required grade including trimming of earth work hand packing the interstices with spools filling earth in interstices panelling complete for all lead and lifts. (a) 300mm thick 1.00 SM 24(a) Providing and laying pucca rubble pitching in cement mortar 1:4 proportion with the surface pointed with cement mortar of 1:3 proportion including curing etc. complete for all leads & lifts. (a) 450 mm thick 1.00 SM 24(b) (b) 300 mm thick 1.00 SM 24(c) (c) 230 mm thick 1.00 SM 25 Providing panel pitching having panels of 3.0m x 3.0m in cement concrete 1:3:6, 0.30m wide and 0.60m deep around panels including filling the panels with dry rubble 0.45m thick and filling the voids with earth as Directed 1.00 SM 26(a) Providing and Fixing in position (different diameter) NP2 R.C.C. pipes with collar including filling and caulking the joints with cement mortar 1 : 1 proportion finishing , curing etc. completed for all lead & lifts. (a) NP2 225 mm Dia. Pipes 1.00 Rmt 26(b) (b) NP2 300 mm Dia. Pipes 1.00 Rmt 26(c) (c) NP2 600 mm Dia. Pipes 1.00 Rmt 26(d) (d) NP2 900 mm Dia. Pipes 1.00 Rmt 26(e) (e) NP2 1200 mm Dia. Pipes 1.00 Rmt 27(a) Providing and Fixing in position (different diameter) NP3 R.C.C. pipes with collar including filling and caulking the joints with cement mortar 1 : 1 proportion finishing , curing etc. completed for all lead & lifts (a) NP3 300 mm Dia. Pipes 1.00 Rmt 27(b) (b) NP3 600 mm Dia. Pipes 1.00 Rmt 27(c) (c) NP3 900 mm Dia. Pipes 1.00 Rmt 27(d) (d) NP3 1200 mm Dia. Pipes 1.00 Rmt 28 Providing inverted filter of 8 cm sand & 8 cm gravel below / behind wall pitching including laying to correct slopes after necessary trimming of earth work etc. completed 1.00 M 29 Trimming of the canal section manually for preparing sub grade for laying cement concrete 1.00 SM 30 Providing and laying yellow soil earth in canal section before laying C.C. block for lead up to 5.00 km and all lifts. 1.00 CM 31 Compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering rolling of suitable capacity etc. complete as directed. 1.00 CM 32 Compaction of selected soil/hard murrum/soft murrum in even thickness of 15 to 20 cms including watering temping with suitable hand rammer etc. complete as directed. 1.00 CM 33(a) Providing and laying plain / reinforced cement concrete lining of 1:2:4 proportion in bed,side slopes and curvature including batching, mixing, transporting, placing, smooth finishing,curing including dewatering where required.(Manually with conventional mixer) (a) 7.5 cm in bed & Slope (with water curing) 1.00 SM 33(b) (b) 10.0 cm in bed & Slope (with water curing) 1.00 SM 34 Providing and filling the Asphalt of the approved make and sand in the expansion and contraction joints in the c.c. lining including clearing the joints with air water jet. 1.00 M 35 Providing & laying empty cement bags filled with good selected earth including stiching & laying as and where required. 1.00 100 No. 36 Providing and laying burnt brick (conventional size) masonry for foundation in ordinary Portland cement mortar in proportion 1:6 including racking out joints up to 15mm deep curing etc. complete for all lead and lift. 1.00 CM 37 Providind cement plaster in various thickness and proportion including smooth finishing, curing, scaffolding etc. complete for all lead & lifts as under. (a) cement plaster 1:3 proportion (ii) 12mm thick 1.00 SM 38 White or colour wash in following coats including scraping scaffolding etc. complete. (A) For two coats 1.00 SM 39 Providing & fixing Steel door with angle 40mm X 40mm X 6mm & 25mm X 25mm X 4mm frame with shutter of 16gauge plate as per approved drawing and design with two coats of approved oil paint with precast lintel etc. complete. 1.00 SM 40 Providing and fixing R.C.C. precast Jali 40mm thick for ventilator or of approved quality and design including fixing in position, curing, finishing as directed etc. complete. 1.00 SM 41 Providing Corrugated G. I. Sheet Roofing with Galvanized iron J or L hooks, bolts & nuts 8mm diameter with bitumen & G. I. Limpet Washers filled with white lead complete. Excluding the cost of purling rafter & trusses. (0.80mm thick sheet) 1.00 SM 42 Hire charges for JCB 4CX Machine including own machine, fule, oil, operator etc. complete 1.00 Hour 43 Hire charges for Hydraulic Excavater Ex.200 LC including own machine, fule, oil, operator etc. complete 1.00 Hour 44 Hire charges for Dozer including own dozer machine, fule, oil, operator etc. complete 1.00 Hour 45 Hire charges for Loader including own Loader machine, fule, oil, operator etc. complete 1.00 Hour 46 Hire charges for Tractor with trailor including own Tractor trolly with pawada machine, fule, oil, operator etc. complete 1.00 Hour 47 Hire charges for Tipper/ Dumper/Water Tanker for all lead with pawada including own Tipper/ Dumper/water Tanker machine, fule, oil, operator etc. complete 1.00 Hour 48 Dewatering the foundation trenches during excavation of canals,drains,foundation trenches,concrete,masonry etc. till completion and diversion of surface and sub surface water by using pumps of suitable capacity either diesel or electric driven cost of labour pipe lines etc delivery distance beyond 50 meters. 1.00 HP/hr 49 Backfilling the foundation trenches around the structures etc. with selected excavated stuff including watering,ramming,compacting etc. complete.(By machinery) 1.00 CM 50(a) Dismantling the existing stone masonry including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (a) In lime mortar 1.00 CM 50(b) (b) In cement mortar 1.00 CM 51(a) Dismantling the existing brick masonry including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (a) In lime mortar 1.00 CM 51(b) (b) In cement mortar 1.00 CM 52(a) Dismantling the existing foundation concrete including disposing the dismantled stuff including sorting out and stacking the useful materials and removing the debries and making good the damage etc. complete as directed. (a) In lime mortar 1.00 CM 52(b) (b) In cement mortar 1.00 CM 52(c) (c) R.C.C. for super structure 1.00 CM 53(a) Dismentalling the R.C.C. work & disposing off the stuff including stacking of the useful materials etc. complete as directed. (a) Light reinforcement. (Main bar up to 16 mm dia.) 1.00 CM 53(b) (b) Hevy reinforcement. (Main bar above 16 mm dia.) 1.00 CM 54(a) Dismentalling the rubble pitching including sorting out and stacking of the useful materials on site including removing the rubbish etc. complete as directed. (B) Dismentalling dry rubble pitching. (a) 23 cm thick 1.00 SM 54(b) (b) 30 cm thick 1.00 SM 55 Removing of exiting disturbed R.C.C. trough lining including opening of joints, stacking the same and disposing of stuff as directed etc. complete with all leads and lifts. (a) 7.50cm thick 1.00 SM 56(a) Providing & supplying ISI mark G.I.Pipe Medium Duty with coupling including all Taxes, Insurance, transportation, frieght, charges, octroi, Inspection charges, loading, unloading conveyance to departmental stores, staking etc. completed as per IS 1239/1990 (a) 80 mm 1.00 Rmt 56(b) (b) 100 mm 1.00 Rmt 57(a) Excavation for trial pits, trenches and quarry expleration in soft rock including disposing of the excavated stuff as and where directed etc. complete without dewatering. (a) 0 to 1.50 meter. 1.00 CM 57(b) (b) 1.50 to 3.00 meter 1.00 CM 58(a) Excavation for trial pits, trenches and quarry expleration in hard rock by blasting if necessary including disposing of or stacking the excavated stuff as where directed etc. complete without dewatering.(a) 0 to 1.50 meter. 1.00 CM 58(b) (b) 1.50 to 3.00 meter 1.00 CM 59 Refilling the excavated trial pits and tranches using the excavated stuff as directed. 1.00 CM 60(a) Jungle cutting for preliminary surveys (a) Light jungle cutting (bushes, hedges ) 1.00 SM 60(b) (b) Thick jungle cutting (branches of the trees and fences etc.) 1.00 SM 61 Survey including chaining, ranging, leveling, jungle cutting, including preparation of technical documents, plotting c/s, plans, contours etc. transportation of vehicle hire charges of boats & charges of technical person etc. complete in wet and slushy condition Engineerin Dam alignment survey. 1.00 km 62(a) Surveying including chaining, Ranging, levelling,jungle cutting etc. complete. (c) Dam alignment survey 1.00 km 62(b) (f) Canal alignment survey 1.00 km 63 Survey and collection of preliminary data for command area including chaining, Ranging, levelling and jungle cutting etc. complete. 1.00 Ha 64 Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M30 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. 1.00 SM 65 Supplying and erecting STREET LIGHT fitting with following lamp with choke,holder & accessories. Fitting shall be mounted on 50 mm G.I. pipe pole. up to 4 mtr load complete erected with C.C. Foundation duly painted with two coats of red oxide and corrosive resistant paint. Complete with tubular battery, inverter, charge controller with photo sensor switch & necessary wiring complete erected connected & commissioned in approved manner. 1.00 Ea 66 Providing and fixing Flag post & Foundation Board with all necessary activities completed as directed by Engineer in charge. 1.00 No 67 Providing and fixing Pre cast Bench on various sites including cost of transportaion with all lead and lift, completed as directed by Engineer in charge. 1.00 No 68(a) Providing and suplying a various types of laboures for departmental works including cost of transportaion with all lead and completed as directed by Engineer in charge. (1) Mazdoor (Male) 1.00 Day 68(b) (2)Mazdoor (Female) 1.00 Day 68(c) (3)Bhisti and Sawer 1.00 Day 68(d) (4) Mate 1.00 Day 68(e) (5) Mason ( I st Class) 1.00 Day 68(f) (6) Mason ( II st Class) 1.00 Day 69 Providing, Supplying and fixing different types of 200 Numbers gardening plants on various Sites including cost of transportaion with all lead and lift, completed as directed by Engineer in charge.
