|
| 1 | SUBWORK NO-1 SUPPLY WELL Item No.1: Desilting of Supply well / Intake well / Head Works Sump of water supply/ sewerage work etc in wet or dry condition including lift up to 10.50 m and lead up to 150 m as required beyond the work site stacking & Spreading including necessary guarding etc complete. As directed by engineer in charge Lift 7.50 to 9.00 |
| 2 | Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 12.00.to 13.50 M |
| 3 | Lift 13.50 to 15.00 M |
| 4 | Item No.3: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete. |
| 5 | Item No.4: 115 mm Dia Drilling of Horizantal Inwell Borewell in well …etc |
| 6 | Item No.5: Providing and supplying of PVC casing pipe ….etc complete |
| 7 | Item No.6: Lifting of Borewell instrument in well with lifting of Drillout material …..Etc .Complete |
| 8 | Item No.7: 115 mm Dia Drilling of Horizantal Inwell Borewell in well …etc |
| 9 | Item No.8: Providing and supplying of PVC casing pipe ….etc complete |
| 10 | SUBWORK NO-2 PORIVIDING AND ERECTING HOISTING ARRANGMENT Item No.1: Providing and fixing G.I. pipe railing having 1.0 m height consisting of 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 m c/c and additional posts at every corner with 3 rows of 25 mm dia. G.I. pipes of medium class variety as horizontal & painting with 3 coats of anticorrosive oil paint of approved colour and shade including cost of all labour, trans-porting bends to curved shapes etc. complete. |
| 11 | Item No.2: Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia. bars in double rows as steps placed at 25 cm c/c including cost of material & labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint etc. complete as directed. |
| 12 | Item No.3: Providing and fixing mild steel grill work for window / ventilator of 50mm specing as per drawing including necessary welding and painting with one coat of anticorosive paint and two coats of oil paint etc. complete. As descripe by engieer in charge |
| 13 | SUBWORK NO-3 SWITCH ROOM Item No.1: Excavation for foundation in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. |
| 14 | Item No.2: Providing and laying dry trap/ granite/ quartzite/ gneiss rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting complete. |
| 15 | Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 16 | Item No.4: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for R.C.C. work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, formwork, compaction, finishing and curing, etc. complete |
| 17 | Item No.5: Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewater-ing, centering, formwork, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (Excluding M.S. bar reinforcement) |
| 18 | A) R.C.C. M-150 grade Columns |
| 19 | B) R.C.C. M-150 grade Beams & Lintels |
| 20 | C) R.C.C. M-150 grade Chajjas |
| 21 | Item No.6: Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete. (Including cost of binding wire) |
| 22 | Item No.7: Providing IInd class B.B. masonry with conventional bricks in C.M. of following proportion in super structure including striking out joints, racking out joints, watering and scaffolding etc. complete. In C.M 1:5 |
| 23 | Item No.8: Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. |
| 24 | 12 mm thick in C.M. 1:4 |
| 25 | Item No.9: Providing and fixing 18 gauge M.S. sheet door with framework of 40 x 40 x 6 mm M.S. angle including locking arrangements, holdfasts including applying anticorrosive primer coat of red lead paint and 2 coats of oil painting etc. complete. |
| 26 | Item No.10: Providing and fixing steel windows of various sizes as per detailed drawings with or without ventilators including fabrication, glazing with plain/ obscured glass pan and approved type and quality of fixtures and fastenings, 10 mm square bar at 100 mm c/c and finishing with 3 coats of oil painting etc. complete. |
| 27 | Item No.11: Providing and applying colourwash of approved colour and shade on new surface including scaffolding and brooming down including 2 coats of whitewash as base coat etc. complete. |
| 28 | Item No.12:Providing and applying whitewash on new/ old plastered or masonry surface including scaffolding and preparing the surface by brushing and brooming down etc. complete. |
| 29 | Item No.13: Providing and applying waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surface, curing etc. complete. |
| 30 | Item No.14: Refilling in plinth and floors with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 31 | SUBWORK NO-4 PUMPING MACHINARY Item No.1: Providing, erecting and giving test of 150 mm dia. Submersible Pump sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing to accept entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturer’s design. Antitrust stream lined non-return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps shall be provided along with the pump. |
| 32 | Item No.2: Supplying and erecting G.I.pipe ‘Heavy’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material |
| 33 | Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports. |
| 34 | Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports. |
| 35 | Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. |
| 36 | Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. |
| 37 | Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. |
| 38 | Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing. |
| 39 | Item No.9: Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor. |
| 40 | Item No.10: Providing Panel board fabricated of M.S. sheet with T.P. Switch 32 amp 2 No, Ammeter 96 x 96 sq mm 1 No, Voltmeter 96 x 96 sq mm 1 No, Selector switch 1 No, Pilot Lampset 1 No, Single phase preventer 2 No, Mixed Di Electric Capacitor,DOL starter 12 amp 2 No, Danger board 1 No, ELCB 63 A-4 Pole 1 phase, Rubber matting, 16 SWG M.S.sheet, Change over switch 63 amp 1 No, Self locking arrangement 2 No, Marine ply wood 0.675 Sqm, 10 kg Iron work including cutting, bending, drilling, welding, cleaning, derusting and painting with one coat of red lead paint and two coats of enamel paint. |
| 41 | Item No.11: Supplying and erecting galvanized cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1.5 m below ground level with 30 kg Charcoal and Salt in alternate layers, Necessary length of double G.I. earth wire 8 SWG connected to plate with cadmium plate, G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia. G.I. pipe 3 m long, remaining portion of G.I. wire from surface of earth to switch gear in PVC pipe upto accessible height duly sealed at both ends by bituminous compound complete to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results and including supplying & erecting 19 mm dia. Vertical G.I. pipe 1.5 m long with funnel and mesh at top. |
| 42 | Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 43 | Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete. |
| 44 | SUBWORK NO-5 RISING MAIN Item No.1: Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. |
| 45 | 10% Amount For Testing in Privious Laying pipe |
| 46 | Item No.2: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance upto site of work etc. complete. |
| 47 | Item No.3:Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.6) |
| 48 | 80 mm dia. CIDF Refluxe Valve (PN 1.6) |
| 49 | Item No.4: Providing and fixing in position and jointing high performance C. I. Air valves for water combination type ( Kinetic air valve along with automatic air valves ) double ball, double orifice with stainless steel ball, tamper proof air vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq. cm. pressure. ( Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. excluding GST levied by GOI & GOM in all respect. |
| 50 | Item No.7Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 51 | Item No.9: Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion andbutt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 52 | Item No.10: Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance upto site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 53 | Item No.11: Lowering, laying and jointing in position following CIDF Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.6) |
| 54 | 80 mm dia. CIDF Refluxe Valve (PN 1.6) |
| 55 | Item No.12: Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). |
| 56 | Item No.13: Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 cm thick precast RCC frame and cover etc. complete as directed by Engineer-in-charge. |
| 57 | Item No.14: Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6mm thick M.S pipe shaft 2070m long over branch flange of air valve tee, providing PCC block ofM150 concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee. Etc compt. As per type design and as directed by engineer-in-charge for following diameter of pipe lines. |
| 58 | Item No.15: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 59 | Item No.16: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging etc. complete. |
| 60 | 10% Amount For Testing in Privious Laying pipe |
| 61 | Item No.18:Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. |
| 62 | SUBWORK NO-7 ESR CAPACITY Item No.1: Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C. I. manhole frame and covers water level indicatiors, lightening conductor,G. I. pipe |
| 63 | Item No.2: Providing and supplying ISI mark C.I.D.F. pipes of following dia. including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge. |
| 64 | Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site of work, unloading, stacking, etc. complete. |
| 65 | Item No.4: Providing and supplying ISI standard C.I.S/S and flanged specials required for the pipe assembly including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge etc. complete. |
| 66 | Item No.5: Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hole fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross tec. complete. |
| 67 | Item No.6: Filling in plinth and floors / trenches withcontractor's murum for bedding in 15 cm to20 cm layers including watering andcompaction, etc. complete. (Bd-A-11/263) |
| 68 | 10% Amount For Testing in Privious Laying pipe |
| 69 | 110 mm dia. 4 kg/cm2 PVC Pipes |
| 70 | 10% Amount For Testing in Privious Laying pipe |
| 71 | 90 mm dia. 4 kg/cm2 PVC Pipes |
| 72 | 10% Amount For Testing in Privious Laying pipe |
| 73 | 75 mm dia. 4 kg/cm2 PVC Pipes |
| 74 | 10% Amount For Testing in Privious Laying pipe |
| 75 | Item No.2: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete 125 mm dia. CIDF Sluice Valve (PN 1.0) |
| 76 | 100 mm dia. CIDF Sluice Valve (PN 1.0) |
| 77 | 80 mm dia. CIDF Sluice Valve (PN 1.0) |
| 78 | 65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 79 | Item No.3: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance up to site of work etc. complete. 100 mm dia. Medium class G.I |
| 80 | 10% Amount For Testing in Privious Laying pipe |
| 81 | 10% Amount For Testing in Privious Laying pipe |
| 82 | 65 mm dia. Medium class G.I |
| 83 | 10% Amount For Testing in Privious Laying pipe |
| 84 | Item No.5: Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete. |
| 85 | Item No.7: Lowering, laying and jointing PVC pipes with specials of following diameter and class including cost of conveyance from stores to site of work, cost of labour, giving satisfactory hydraulic testing as per IS code etc. complete. (With cement solvent joint)140 mm dia. 4 kg/cm2 PVC Pipes |
| 86 | 110 mm dia. 4 kg/cm2 PVC Pipes |
| 87 | 90 mm dia. 4 kg/cm2 PVC Pipes |
| 88 | 75 mm dia. 4 kg/cm2 PVC Pipes |
| 89 | Item No.8: Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance up to site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 90 | 65 mm dia. Medium class G.I. pipes |
| 91 | Item No.9: Lowering, laying and jointing in position following C.I.D.F. Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 125 mm dia. CIDF Sluice Valve (PN 1.0) |
| 92 | 100 mm dia. CIDF Sluice Valve (PN 1.0) |
| 93 | 80 mm dia. CIDF Sluice Valve (PN 1.0) |
| 94 | 65 mm dia. CIDF Sluice Valve (PN 1.0) |
| 95 | Item No.10: Providing and supplying and fixing road surface boxes |
| 96 | Item No.11: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 97 | Item No.12: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lift including consolidation, surcharging etc. complete. |
| 98 | 10% Amount For Testing in Privious Laying pipe |
| 99 | Item No.14: Prorving & making sollid support for newly & old constructed house tap connection including painting & as directed by Executive Engineer |
| 100 | SUBWORK NO-9 CONSTRUCTION OF CEMENT NALLA BANDHARA ITEM NO 1: Excavation in all kin ds of soil including boulders up to 0.5m diameter (0.003cum) for canal, seating, of embankment, filter drains/catch water drains etc. and placing the excavated stuff neatly in dump area or for formation of service road/embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead up to 1 km and all lifts as directed. |
| 101 | ITEM NO 2: Excavation in hard murum including boulders upto 0.6 m diameter (0.113 cum ) fir cabakm seating of embankment, filter drains/catch water drains etc and placing the excavated stuff neatly in dump area or for formation of service road/embankment including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1km and all lifts as directed. |
| 102 | ITEM NO 3: Excavation in soft roc including boulders upto 0.6m diameter (0.113 cum) for canal, seating of embankament, filter drain/catch water drains etc and piacing the excavated soft rock neatly in dump area or for formation of service road including cost of all materials, machinery, labour, dressing bed and sides to required level and profile etc. complete with lead upto 1 km and all lifts as directed. |
| 103 | ITEM NO 10: Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone from approved source including cost of all matrials, labour machinary hand packing/wedging stone chips, finishing etc, comple |
| 104 | ITEM NO 11: Providing casing embankment using selected pervious material available directly from excavation in layers including cost of all materials, machinery, labour, all other operations such as collection of material spreading material in layer of secified thickness, sorrting out |
| 105 | ITEM NO 12: Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials, machinery, labour, providing sump and all other ancillary operations whenever necessary etc complete under specific and indispensable ci |
| 106 | SUBWORK NO-10 MISCELLENEOUS WORK Item No.1:Providing and fixing M.S. Gate 2.50 M wide for compound with 40 mm dia. G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc complete. |
| 107 | ITEM NO 2: Commissioning, running & maintaining the scheme forr the rated capacity |
| 108 | ITEM NO3: Excavation for foundation/pipe trenches In eaarth soils of all types, sand, gravel and soft murum |
| 109 | ITEM NO 4: Dewartering the excavted trenches and pools water in the building/trench area by using pumps and otherr devices including |
| 110 | ITEM NO 4: Excavation in hard rock of all toughness by ordinary blsting methods including boulders above 0.6m dia (0.113 cum) minimising damage to side slopes of excavation in water prism area by adopting any one or combination of line drilling/pre-spliting/smooth blasting teachniques and placing the excavated rock neatly in approved dump area including cost of all materials, machinery, labour levelling bed etc complete with lead upt to 1km and all lifts as directed. |
| 111 | ITEM NO.5: Providing and laying rubble soling below foundation in layers including filling with rubble chips, murum etc. complete as directed. |
| 112 | ITEM NO.6: Providing and laying in situ cement concrete of frade M-10 of trap/granite/quarizite/graded metal for foundation and bedding with batching plant and Transit Mixer including placing, centering, shuffering, compacting curring etc complete with all lifts as directed. |
| 113 | ITEM NO 7: Providing and laying in situ cement concrete of grade M-15 of trap/gneiss/quarizite/graded metal for RCC works of retaining walls, piers, abutments, etc. with batching plant and Transit mixer including centering shuttering, scaffolding, placing, compacting curring etc. complete with all lifts as directed. |
| 114 | ITEM NO 8: Providing and fixing in position TMT FE 500bar reinforcement of various diameters for RCC pile caps, footings, foundations slabs beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete as directed. |
| 115 | ITEM NO9: Backfilling the trenches using available material from excavatin in layers not exceeding 300mm each layer shall be compacted by waterin and ramming without disturbing the pipe line with excavated stuff, includng breaking of clods of soil etc complete as directed. (the backfiling on the two sides of the pipeline should be carried out simultaneously) |
| 116 | ITEM NO 6: Construction of Cattle Trough |
| 117 | SUBWORK NO-11 FHTC Item No.1 Providing and making MDPE / CPVC pipe comsumer service connection with ferrule on CI / DI / HDPE / PVC pipe with the help of electrofution maschine or ratechet & dye drill including all labour MDPE / C PVC pipe 10 mt. length MDPE / C PVC special like ilectrofusion tee double compeshion elbow female threaded adopter with mail insirt U PVC compresion end ball valve GI casing pipe off 40/50 mm for road crossing the rate include labour required excavation fitting , refilling closing the water supply transportation etc. complete as directed by the engineer-in-charge A) For Connection on HDPE / U PVC pipes (with (road crossing) for Bhurkunda Khu |
| 118 | B) For Connection on HDPE / U PVC pipes (without (road crossing) Bhurkunda Khu |
| 119 | For Golkarguda A) For Connection on HDPE / U PVC pipes (with (road crossing) |
| 120 | For Golkarguda B) For Connection on HDPE / U PVC pipes (without (road crossing) |
| 121 | For Sukadpalli A) For Connection on HDPE / U PVC pipes (with (road crossing) |
| 122 | B) For Connection on HDPE / U PVC pipes (without (road crossing) For Sukadpalli Please Enable Macros to View BoQ information |
