Water Resources Department-WRD has published Construction Of Raw Water Pumping Station At Amthane For Dhumacem Water Treatment Plant And Industrial Estate At Latambarcem In Bicholim Taluka. Submission Date for this Tender is 12-01-2022. Water Pump Tenders in Bicholim Goa. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sub Estimate- I:- Construction of Pump house |
| 2 | Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or weathered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved mehthod or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting, and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extend required and disposing of surplus excavated earth at specified areas with all lead and lifts etc. as per specification and drawing and as directed by the engineer in charge etc. complete. |
| 3 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 4 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level |
| 5 | Centering and shuttering including strutting, proppingand removal of formwork for : Foundations, Footings, Bases for columns |
| 6 | Centering and shuttering including strutting, proppingand removal of formwork for : Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 7 | Centering and shuttering including strutting, proppingand removal of formwork for : Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 8 | Centering and shuttering including strutting, proppingand removal of formwork for : Staircases (except spiral staircases) excluding landing |
| 9 | Centering and shuttering including strutting, proppingand removal of formwork for : Suspended floors, roofs landings, shelves & their supports |
| 10 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates: Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only |
| 11 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level |
| 12 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 13 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 14 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 15 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986)for RCC work including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member |
| 16 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement |
| 17 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in superstructure upto floor V level |
| 18 | Half brick masonry in cement mortar 1:4 (1 cement : 4 coarse, sand) with bricks of class designation 75 kg/ sq. cm upto floor five level . a) In foundation and plinth. |
| 19 | Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screw Ornamental grill |
| 20 | Proving and fixing anodised alluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Window with two or three sliding shutters using 14.5/15 mm series shutters section. b) Plain glass |
| 21 | Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows. b) Plain glass |
| 22 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 23 | 12mm cement plaster 1:4 (1 cement : 4 coarse sand) |
| 24 | 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) |
| 25 | Neat Cement punning |
| 26 | Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 27 | Distempering two or more coats with oil bound washable distemper of approved brand and manufacture and of required shade on new work over and including a priming coat with distemper primer of approved brand and manufacture to give an even shade. |
| 28 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 29 | 40 mm. thick red oxide flooring under layer of 30 mm thick cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) and top layer of 10 mm thick plaster of cement red oxide mix using 3.5 kg. Of red oxide of iron per 50 kg. of cement 1:3(1cement : 3 coarse sand) finished with floating coat of neat cement red oxide mix of same proportion. |
| 30 | Providing and and laying scratch resistant floor tiles in different sizes of Johnson, Somany, Kajaria(thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approvedmake in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigment etc., complete 600x 600 mmDark Shades |
| 31 | Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. b) Wall Ceramic Glazed Tiles : 300 x 450 |
| 32 | Providing water proofing treatment over the newR.C.C. roofs terrace toilet by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 fine sand), finished smooth with wooden trowel with false marking of 30 cms square.The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/Sqm |
| 33 | Supplying andfixing rolling shutters of approved make, made of 80 x 1.25 mm M.S. laths interlocked together through their entirelength and jointed together at the end by end locks mountedon specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pulloperation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of 1.25mm thick for folling shutterstop cover and spring. |
| 34 | Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon. b) Second class Indian teak wood |
| 35 | Providing and fixing 44 mm. thick panelled, glazed or panelled and glazed shtters for doors, windows and clestory windows including anoodized aluminium butt hinges with necessary screws a) Second class Indian Teak Wood |
| 36 | Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge |
| 37 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 38 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. a) 60 mm thick in all colours except grey (M35 grade) |
| 39 | Providing and fixing in position hand rail in staircase, landings and the like with 2" dia G.I. pipe (light class) resting on 50 x 50mm M.S. square bars of clear height 40cms placed at 50cm including making necessary holdfast fixtures (30mm square bars 22 cms long) embedded in staircase concrete for restting the M.S. vertical square bars with holding etc as required including bending the G.I. pipe to necessary shape in curves with specials etc. (Measurements will be made along the length of the hand rail) |
| 40 | Proving and fixing white vitreous china water closet squatting pan (Indian type w.c. pan) size 580 mm with 100 mm sand cast iron P. or S trap10 litres high level P.V.C. flushing cister (of approved make) with fittings, rack bolts 32 mm diameter P.V.C elescopic flush pipe with fit tings and clamps 25mm P.V.C. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon pull complete cutting and making good the walls and floors where required. a) Long pan pattern W. C. Pan |
| 41 | Proving and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid, C.P. brass hinges and rubber buffers 10 lts. High level P.V.C.. flushing cistern (of approved make ) with fittings, rack bolts 32 mm diameter P.V.C. telescopic flush pipe with fit tings and clamps 25mm P.V.C.. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls ad floors where required. a) W.C. pan with white plastic seat and lid. |
| 42 | Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. b)Flat back wash basin size 630x 450mm with a single 15 mm C.P. brass pillar taps. |
| 43 | Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 a) 15mm nominal bore |
| 44 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 20 mm nominal bore |
| 45 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 32 mm nominal bore |
| 46 | Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards |
| 47 | Providing and fixing NICKEL chrome plated copper alloy Fancy wall mixer with 3 IN 1 SYSTEM WITH 115MM long bend pipe for connection to over head shower Jaquar make or equivalent. Confirming to IS 8931;1993 |
| 48 | Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw |
| 49 | Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws a) 750 x 20 mm size |
| 50 | Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. Brass screws and washers |
| 51 | Providing & fixing bright finished brass 100 mm. rim latch & lock & a pair of knob, with necessary screws etc. complete (Indian make of approved quality). |
| 52 | Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete a) 250 x 10 mm |
| 53 | Providing and fixing chromium plated brass handle with necessary screws etc. complete a) 125 mm |
| 54 | Providing FRP door shutters 35mm thick with frame size in clear opening of 0.75x2.10m hinges and screws complete |
| 55 | Providing and placing on terrace roof of floor two (1st floor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996. 1000 lit. Capacity |
| 56 | Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design. Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg). |
| 57 | Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design: |
| 58 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. SCH-40(blue)/(white) 20mm outer dia. |
| 59 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. SCH-40(blue)/(white) 32mm outer dia. |
| 60 | Providing and fixing PVC SWR pipes confirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion. Single socketed pipe 75 mm dia |
| 61 | Providing and fixing PVC SWR pipes confirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion. Single socketed pipe 110 mm dia |
| 62 | Sub Estimate- II:- Rising main, pumps and accessories and transformer |
| 63 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. |
| 64 | Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or wethered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting, and bracing, removal of stump and other deteriourous matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extend required and disposing of surplus excavated earth at specified areas with all lead and lifts etc. as per specification and drawing and as directed by engineer in charge etc. complete. |
| 65 | Demolishing cement concrete 1:3:6 or richer mix including disposal of material within 50 m lead. |
| 66 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 67 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level |
| 68 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size) All works upto plinth level |
| 69 | Centering and shuttering including struttings, propping etc. and removal of formwork for Foundations, footings, bases for columns and mass concrete. |
| 70 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.)for RCC work including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 71 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 Nominal Dia in mm 200 mm dia |
| 72 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 Nominal Dia in mm 250mm dia |
| 73 | Supplying at store or site of work including railway freight, carting, loading and unloading, stacking etc. Centrifugally cast, (spun) ductile iron pressure pipes (with socket/spigot ends) conforming to IS : 8329-2000 with cement mortar lining inside the pipe and outside zinc coat as per IS : 8329-2000 with up to date amendments suitable for jointing with rubber gasket known as TYTON joints. Class K-9 Nominal Dia in mm 350mm dia |
| 74 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc.Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steelAISI 410 spindle, flanges drilled to IS:1538Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) Dia in mm f) 150mm |
| 75 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc.Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steelAISI 410 spindle, flanges drilled to IS:1538Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) Dia in mm g) 200mm |
| 76 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc.Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steelAISI 410 spindle, flanges drilled to IS:1538Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) Dia in mm h) 250mm |
| 77 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc.Cast iron double flanged manually operated Sluice Valve, generally conforming to IS:14846 - 2000, having body, door, dome, wedge in graded cast iron to IS:210 Gr. FG 260, four faces and spindle nut of leaded tin bronze to IS:318 Gr. LTB 2, inside screw of non-rising stainless steelAISI 410 spindle, flanges drilled to IS:1538Table 4 & 6. Valves tested by closed end method only (350mm and above will be fitted with BTB and gear box. and back seat bush.) etc complete TYPE P.N. 1.6 (Class A ) Dia in mm j)350mm |
| 78 | Supplying at store or site of work including railway freight, carting,oading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B) Dia in mm 150mm |
| 79 | Supplying at store or site of work including railway freight, carting,oading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B) Dia in mm 200mm |
| 80 | Supplying at store or site of work including railway freight, carting,oading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B) Dia in mm 250mm |
| 81 | Supplying at store or site of work including railway freight, carting,oading, unloading, stacking etc. C.I. Reflux valve conforming to IS:5312 part-I. Valve double flanged ends without bypass arrangements and drilled to IS:1538 part IV & VI bearing ISI Certificate mark TYPE P.N. 1.6 (Class B) Dia in mm 350mm |
| 82 | Supplying cast iron fittings as perIS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. Dismantling Joint Nominal Dia in mm 150 |
| 83 | Supplying cast iron fittings as perIS : 1538 -1993 including sealing rubber gasket (NR) CI Compression glands and coated MS Nuts bolts. Dismantling Joint Nominal Dia in mm 200 |
| 84 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. cast iron Temper Proof Kinetic Air release valve, generally conforming to IS:14845, with TAMPER PROOF DESIGN OF COWL, TAMPER PROOF BOLTING, TAMPER PROOF HIGH PRESSURE ORIFICE COVER AND NIPPLE. TYPE P.N. 1.6 (Class A ) Nominal Dia in mm 50mm dia |
| 85 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. DoubleSocket Teewithbranch flange Nominal Diameter in mm 250x250 |
| 86 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. DoubleSocket Teewithbranch flange Nominal Diameter in mm 350x350 |
| 87 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. M.J.Collar Nominal Diameter in mm 250 |
| 88 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. M.J.Collar Nominal Diameter in mm 350 |
| 89 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 90 Degree Nominal Diameter in mm 200mm |
| 90 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 90 Degree Nominal Diameter in mm 250mm |
| 91 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 90 Degree Nominal Diameter in mm 350 mm |
| 92 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 45 Degree Nominal Diameter in mm 250mm |
| 93 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 45 Degree Nominal Diameter in mm 350 mm |
| 94 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 22.5 Degree Nominal Diameter in mm 200mm |
| 95 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 22.5 Degree Nominal Diameter in mm 250mm |
| 96 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 22.5 Degree Nominal Diameter in mm 350 mm |
| 97 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 11.25 Degree Nominal Diameter in mm 250mm |
| 98 | Supply at store or site of work including railway freight, carting, loading, unloading, stacking etc. Ductile Iron pipe specials including rubber ring fittingpush on joints conforming toIS : 9523 with inside cement mortar lining & externally coated with zinc with finishing layer of bituminious paint complete. Double Socket Bend 11.25 Degree Nominal Diameter in mm 350 mm |
| 99 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricty, including the cost of hire charges of mechanicalgrinder, disel operated elctrical generator set, suitable for supplying power for the grinder for cuuting, cost of grinding blades , skilled work force, fuel etc requiredforcompletion of jobas per the direction of engineer in charge Dia in mm 250 mm |
| 100 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricty, including the cost of hire charges of mechanicalgrinder, disel operated elctrical generator set, suitable for supplying power for the grinder for cuuting, cost of grinding blades , skilled work force, fuel etc requiredforcompletion of jobas per the direction of engineer in charge Dia in mm 350 mm |
| 101 | Cutting of cast iron / ductile iron pipes by mechanical grinder working on electricty, including the cost of hire charges of mechanicalgrinder, disel operated elctrical generator set, suitable for supplying power for the grinder for cuuting, cost of grinding blades , skilled work force, fuel etc requiredforcompletion of jobas per the direction of engineer in charge Dia in mm 200 mm |
| 102 | Conveying Carefully from stack at site,250m from both the sides rolling and lowering in trenches,laying and jointing true to line and level and prfect linking of jointsa)Cast iron or ductile iron or A.C. or S & Sor flanged & PVC pipes |
| 103 | Conveying Carefully from stack at site,250m from both the sides rolling and lowering in trenches,laying and jointing true to line and level and prfect linking of joints b) S & S flanged/ plain ended specials |
| 104 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 Nominal diamter in mm. 200 mm dia |
| 105 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 Nominal diamter in mm 250 mm dia |
| 106 | Jointing of C.I/D.I pipes and specials with rubber gaskets (TYTON joints) SBR type including cleaning the socket and spigot ends with kerosene oil/below lamp and applying soft soap to socket and spigot ends before inserting for rubber gasket jacking and fixing in proper condition including cost of rubber gasket, oil, soft soap and hydraulic testing of jointing as per IS:3144-1985 Nominal diamter in mm 350 mm dia |
| 107 | Making flanged joints CI/DI pipes and specials with rubber insertion,nuts and bolts including necessary hydraulic testing etc. completeincluding cost of rubber insertion,nuts and bolts,as directed by the Engineer-in-charge Nominal diamter in mm. 150mm |
| 108 | Making flanged joints CI/DI pipes and specials with rubber insertion,nuts and bolts including necessary hydraulic testing etc. completeincluding cost of rubber insertion,nuts and bolts,as directed by the Engineer-in-charge Nominal diamter in mm. 200mm |
| 109 | Making flanged joints CI/DI pipes and specials with rubber insertion,nuts and bolts including necessary hydraulic testing etc. completeincluding cost of rubber insertion,nuts and bolts,as directed by the Engineer-in-charge Nominal diamter in mm. 250mm |
| 110 | Making flanged joints CI/DI pipes and specials with rubber insertion,nuts and bolts including necessary hydraulic testing etc. completeincluding cost of rubber insertion,nuts and bolts,as directed by the Engineer-in-charge Nominal diamter in mm. 350mm |
| 111 | Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as perIS:2685-1971 CLASSI Nominal diamter in mm. 150 |
| 112 | Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as perIS:2685-1971 CLASSI Nominal diamter in mm. 200 |
| 113 | Hosting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc. complete as directed as perIS:2685-1971 CLASSI Nominal diamter in mm. 250 |
| 114 | Hoisting laying cast iron sluice valves/butterfly valves/reflux valve of size given below at location in pipeline etc .complete as directed as per IS:2685-1971 CLASS II & III. Nominal Diameter in mm 350mm |
| 115 | Fixing C.I. Tamper proof Kinetic double orifice type air valve. Small orifice elastic ball resting on bronze orifice nipple and large orifice vulcanite ball resting on moulded seat ring with built in Kinetic features of isolating sluice valve of rating P.N. 1.6 with ISI markmounted on a horizontal mounting operated by mitered wheel gear suitable for working pressure of 10 kg / sq. cm Nominal Diameter in mm 50mm dia |
| 116 | Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete Tees, bends, reducers, With 10 mm -12 mm thick plate |
| 117 | Supplying stacking at site and conveying hoisting, laying in position to correct line and level and linking joints of MS specials. fabricated from MS plate including cutting, bending, welding, procurement of plates, gas cutting to required size, rolling, tack welding, assembling in suitable length to form special, welding on automatic machine and forming V edge on both ends of special as required, hydraulic pressure test at factory to the required test pressure conforming to IS : 3589-1991 including freight etc. complete Flanges With 25 mm thick Plate |
| 118 | Cutting the bituminous road for laying the pipeline in trenches for a width of 0.6m including labour , tools etc, and disposing the excavated excess material from the trench to a distance of 1000 metres, including making level the trench surface by utilising the serviciable material to the level of the top surface of road, by compacting, watering ramming with rolling with road roller after completion of laying of pipe and refilling the trenches etc. complete as per the direction of engineer incharge. By Manual Means : Rural Roads |
| 119 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. |
| 120 | Supplying ,installing, testing and commissioning horizontally split case,centrifugal pumps of approved make like Kirloskar /Crompton/Mather Platt with C.I Impeller to give a discharge of 60 lps (216 m3/hr) at a head of 85m(+/-5m) coupled with squirrel cage TEFC type suitable motor having 1480rpm to run on 415 +/- 10% volts,50 hz+/- 5% 4 pole with Fclass insulation motor 90 KW ,4P TEFC/confirming to IS 325,with up to date amendments,suitable for the above mentioned discharge and head, the pump and motor should be from approved manufacturer like Siemens / Mather & Platt/Kirloskar / Crompton / jyoti or equivalent incl.all accessories like coupling, base plate coupling guard companion flange, foundation nut, bolts pipe sleeves, etc all complete inclusive of the cost of grouting the foundation as per detailed specification and directed by the Engineer in charge. |
| 121 | Supplying ,installing, testing and commissioning horizontally split case,centrifugal pumps of approved make like Kirloskar /Crompton/ Mather Plattwith C.I Impeller to give a discharge of 50 lps (180 m3/hr) at a head of 70m(+/-5m) coupled with squirrel cage TEFC type suitable motor having 1480rpm to run on 415 +/- 10% volts,50 hz+/- 5% 4 pole with Fclass insulation motor 55 KW ,4P TEFC/confirming to IS 325,with up to date amendments,suitable for the above mentioned discharge and head, the pump and motor should be from approved manufacturer like Siemens / Mather & Platt/Kirloskar / Crompton / jyoti or equivalent incl.all accessories like coupling, base plate coupling guard companion flange, foundation nut, bolts pipe sleeves, etc all complete inclusive of the cost of grouting the foundation as per detailed specification and directed by the Engineer in charge. |
| 122 | Supplying ,,installing, testing and commissioning horizontally split case,centrifugal pumps of approved make like Kirloskar /Crompton/ Mather Platt with C.I Impeller to give a discharge of 25 lps (90 m3/hr) at a head of 25m(+/-5m) coupled with squirrel cage TEFC type suitable motor having 1480rpm to run on 415 +/- 10% volts,50 hz+/- 5% 4 pole with Fclass insulation motor 11 KW ,4P TEFC/confirming to IS 325,with up to date amendments,suitable for the above mentioned discharge and head, the pump and motor should be from approved manufacturer like Siemens / Mather & Platt/Kirloskar / Crompton / jyoti or equivelant incl.all accessories like coupling, base plate coupling guard companion flange, foundation nut, bolts pipe sleeves, etc all complete incl.the cost of grouting the foundation as per detailed specification and directed by the Engineer in charge. |
| 123 | Supplying, and ,installing,laying,glanding,termination,lugging and testing and commissioning of 11 KV ,GradeXLPE insulated alluminium armoured cable 3c x 95 sq.mmtype AYFY from starter to motor & capacitors including the cost of land dug as required for installation cable conduction from G.I.perforated angle cable tray made out of 40x40x6mm and flat 25x25x6mm includintg two coats of painting over thepanel to support all the incoming cable from panel to motor of make Polycab/Finolex/RPG/CCI confirming to IS specification including outdoor and indoor termination all complete and as directed by the Engineer in charge complete |
| 124 | Supplying,,installing,laying,glanding,termination,lugging and testing and commissioning of 11 KV ,GradeXLPE insulated alluminium armoured cable type AYFY from starter to motor & capacitors including the cost of land dug as required for installation cable duction from G.I.perforated angle cable tray made out of 40x40x6mm and flat 25x25x6mm includintg two coats of painting over thepanel to support all the incoming cable from panel to motor of make Polycab/Finolex/RPG/CCI confirming to IS specification all complete and as directed by the Engineer in charge omplete as directed by the Engineer in charge 2R x 3.5c x 240 sq mm |
| 125 | Supplying,,installing,laying,glanding,termination,lugging and testing and commissioning of 11 KV ,GradeXLPE insulated alluminium armoured cable type AYFY from starter to motor & capacitors including the cost of land dug as required for installation cable duction from G.I.perforated angle cable tray made out of 40x40x6mm and flat 25x25x6mm includintg two coats of painting over thepanel to support all the incoming cable from panel to motor of make Polycab/Finolex/RPG/CCI confirming to IS specification all complete and as directed by the Engineer in charge omplete as directed by the Engineer in charge 2R x 3c x 95 sq mm |
| 126 | Supplying,,installing,laying,glanding,termination,lugging and testing and commissioning of 11 KV ,GradeXLPE insulated alluminium armoured cable type AYFY from starter to motor & capacitors including the cost of land dug as required for installation cable duction from G.I.perforated angle cable tray made out of 40x40x6mm and flat 25x25x6mm includintg two coats of painting over thepanel to support all the incoming cable from panel to motor of make Polycab/Finolex/RPG/CCI confirming to IS specification all complete and as directed by the Engineer in charge omplete as directed by the Engineer in charge 2R x 3c x 16 sq mm |
| 127 | Supplying,,installing,laying,glanding,termination,lugging and testing and commissioning of 11 KV ,GradeXLPE insulated alluminium armoured cable type AYFY from starter to motor & capacitors including the cost of land dug as required for installation cable duction from G.I.perforated angle cable tray made out of 40x40x6mm and flat 25x25x6mm includintg two coats of painting over thepanel to support all the incoming cable from panel to motor of make Polycab/Finolex/RPG/CCI confirming to IS specification all complete and as directed by the Engineer in charge omplete as directed by the Engineer in charge 4c x 16 sq mm |
| 128 | Providing,installing, testing and commissioning of cubical type LT MCC PANEL : LT panel made out of 12/14 SWG, CRCA sheet, compartmentalised, suitable size alluminium bus bar and duly painted comprising of feeder as under 1) Incomer feeder- 1 no, comprising of 800 Amps, MCCB with all protections, metering and indication lamps 2) Outgoing pump- motor feeder - 3 nos comprising of 250ASFU and FASD starter suitable for 90KW motor with indication, metering and all necessary protectioncapacitor banks 30 KVAR x 3 nos 3) Outgoing pump- motor feeder - 2 nos comprising of 125ASFU and FASD starter suitable for 55KW motor with indication, metering and all necessary protection capacitor banks 25 KVAR x 2 nos 4) Outgoing pump- motor feeder - 3 nos comprising of 63ASFU and FASD starter suitable for 11KW motor with indication, metering and all necessary protection capacitor banks 05 KVAR x 3 nos Outgoing feeder, 415 V, 63 A, SFU-2nos Outgoing feeder, 415 V, 32 A, SFU-4nos Outgoing feeder, 415 V, 16 A, SFU-2nos etc complete and as directed by the engineer in charge |
| 129 | Supplying, ,installing, testing & commissioning of 5 hp vaccum pump of approved make like Kirloskar/crompton or eqivalent including suitable pannel board consisting of starter main switch indicator lamp ammeter voltmeter etc. and connecting G. I. pipe to the pumps including bends and tees,controlling valves, and other accessories etc. as required and providing self priming system including cost of bolt and nuts as directed by the Engineer-in-charge |
| 130 | Designing, fabricating, erecting, testing and commissioning of 3 tone capacity gantry crane electrical/machanised remote control operation having a span of 8 meter and logitudinal travel of 15 meter including the cost of all accessoriesand as per drawing and spesification and as directed by the Engineer in charge. |
| 131 | Providing,,installing, testingand commissioning of500 KVA,11kv/0.433 kv copper wound oil filedoutdoor transformer with3 phase, 50 Hz frequency, core type, copper wound, oil immersed naturally cooled transformer with vector symbol:- Dyn11, H.V. Delta, L.V.: Star connected, installation: outdoor, Tap changer: Off load tap changer, H.V. side: Bare Bushing, L.V. side: cable box terminal boxes on HV and LV side ,Level-II makeenergy efficiencyincluding all the necessary accesoriessuch as pole for mounting,switches,insulators,Digital meters approved by GED ,earthing points ,GI chain link fencing,safety equipments etc. all complete and the transformer should be of approved make such as Trans fab, crompton, Kirloskar or equivalent and as directed by Engineer-in-charge. |
| 132 | Earthing point to be made out for transformer of 600x600x6 G.I. plate 1" pipe, funnel salt, charcoal complete with excavation, back filling,with brick wall chamber and top chamber cover etc.as directed by the Engineer in charge |
| 133 | Providing and laying G.I.earth plate from pits to the motors as directed by Enginner in charge (a) 40x6mm thick |
| 134 | Providing and laying G.I.earth plate from pits to the motors as directed by Enginner in charge (b) 25x63mm thick |
| 135 | Supplying and fixing of Precast RCC slabs(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) at site in concrete Grade of M-25 with 20 mm nominal size Granitic or basaltic aggregate, consolidated by means of mechanical platform, vibration etc. with lifting hooks of M.s. 10mm bars and PVC cups including cost of reincforcement, Certificate from manufacturer shall be produced indicating grade of concret and minimum content of steel in the product along with 5 year free replacement warranty in case of breakage complete and as directed by Engineer -in -charge. Size 1500 x 400 x 150 mm with reinforcement not less than 12 kg |
| 136 | Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint. In tees, angles, flats and channels |
| 137 | Sub Estimate-III:- Improvemnt to Dam Top |
| 138 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 139 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level |
| 140 | Providing and laying in position (1:11/2:3) Reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone aggregate 20mm nominal size) All works upto plinth level |
| 141 | Centering & shuttering including Strutting,Propping & removal of forms for Foundations, Footings, Bases for columns |
| 142 | Centering & shuttering including Strutting,Propping & removal of forms for Suspended floors, roofs landings, shelves & their supports |
| 143 | Providing TMT steel reinforcement bars of SAIL, TATA. VIZAG made only (Confirming to IS 1786 of 1986)for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member. |
| 144 | Providing & Fixingrailing 1.25 m high made out of boxes of2 nos of ISMC100 welded together 1.50 m in heightand placed at 2m c/c with handrail and bottom rail of square tubes 80x60x4 mm and 12 nos vertical members ofsquare tube 40x40x3.2mmwelded between the end posts etc complete and as directed by the Engineerin charge. |
| 145 | Granitic stone pitching 22.5 cm thick using granite stone of average size 300mm of approved quality in cement mortar 1:5 ( 1 cement : 5 coarse sand) including supplying of granite stone and preparing the surface etc. complete as directed by the Engineer in charge |
| 146 | Sub Estimate-IV:- Internal wiring of pump house and rest house |
| 147 | Supply and installation of Main Metering Panel of approved make and as directed by the Engineer in charge |
| 148 | Supply and installation of MCB DISTRIBUTION BOARDS:- Wall mounted MCB DBs with MS wire way box on top / bottom & on sides MCBs shall be rated for 10kA with current limiting feature. Dummy ways to be covered with blank plates. All out going ways shall be labeled & laminated as built drawing (SLD) shall be affixed on inside face of DB door. Rates quoted shall include necessary mounting arrangement as per site conditions. Enclosure shall be suitable to accommodate incomer, phase isolators & outgoing MCBs All MCB DBs shall be of Sheet steel enclosure confirming as per specifications Three phase MCB DB(Lighting DB) Incomer : 40A 4P MCB SubIncomer : 3nos. Of 32A DP 30mA RCCB Outgoings : 24 Nos , SP MCBsof 10kA current rating 10/20A |
| 149 | Supply and installation of SUBMAIN / CIRCUIT MAINS:- "4R x 6 Sq.mm + 1R x 4 Sq.mm FRLS multi strand copper conductor wires in existing 25 mm dia. PVCConduit. |
| 150 | Supply and installation of SUBMAIN / CIRCUIT MAINS:- 2 x 4 Sq.mm + 1 x 2.5 Sq.mm FRLS multi strand copper conductor wires in existing 25mm dia. PVCConduit for internal works |
| 151 | Supply and installation of SUBMAIN / CIRCUIT MAINS:- "2 x 2.5 Sq.mm + 1 x 1.5 Sq.mm FRLS multi strand copper conductor wires in existing 20mm dia. PVC Conduit. |
| 152 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition Single light point controlled by a 6A switch. |
| 153 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition Single light point controlled by6A two way switches. |
| 154 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition Ceiling fan point controlled by a switch and stepped type electronic regulator. Rate to include cost of 10 mm MS hook housed in 16 gauge MS box flush mounted in ceiling slab. Rate includes cost of regulator and switch. |
| 155 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition Exhaust fan point with ceiling rose provided near fan and controlled by a 6A switch. |
| 156 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition 1 no. 5 pin 6A switched socket outlet (Independent). |
| 157 | Supply and installation of POINT WIRING system:- Supply, Installation, Testing and Commissioning of point wiring using 3 x 1.51100V grade stranded FRLS wires of approved make drawn in 20 mm dia 2mm thick rigid PVC FRLS conduit for surface wiring and FR conduit forconcealed wiring of approved make including all conduit accessories such as bends, junction boxes etc., complete.The wiring shall be done incomplete loopingin system. The switches used shall bemoulded fixed in factory made integral GI box units with clear earthing facility. The wiring shall be complete with ceiling roses, switchesand allconsumables. Ceiling flexible conduit shall be included at the drop of light fixture. Supply, Installation, Testing and Commissioning of the following Modular Switch, sockets withmodular front plate,and accessories as per the approved drawings and site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - As specified b. Switches c. Reday made metal boxes with knockout on all sides d. Front plate of required colours with accessories e. All sockets shall have Back box if required as per site condition 3 x 1.5 Sq.mm FRLS multi strand copper conductor wires in existing 20mm dia. PVC Conduit.(For Light Point length more than 5m) |
| 158 | Supply and installation of POWER RECEPTACLES:- Supply, Installation, Testing and Commissioning of the following Modular Switch, Universal sockets withmodular front plate,and accessories as per the site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - round / round cum flat / flat multi pin socket outlets b.Switches c. Ready made metal boxes with knockout on all sides d. Front plate of required colours with accessories Note: Safety shutters to prevent accidental contact with live parts shall be provided. No indicator shall be provided for switches 6 / 16A 6 pin switched socket outlet. |
| 159 | Supply and installation of POWER RECEPTACLES:- Supply, Installation, Testing and Commissioning of the following Modular Switch, Universal sockets withmodular front plate,and accessories as per the site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - round / round cum flat / flat multi pin socket outlets b.Switches c. Ready made metal boxes with knockout on all sides d. Front plate of required colours with accessories Note: Safety shutters to prevent accidental contact with live parts shall be provided. No indicator shall be provided for switches 16A 5 pin socket outlet for Geysers |
| 160 | Supply and installation of POWER RECEPTACLES:- Supply, Installation, Testing and Commissioning of the following Modular Switch, Universal sockets withmodular front plate,and accessories as per the site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - round / round cum flat / flat multi pin socket outlets b.Switches c. Ready made metal boxes with knockout on all sides d. Front plate of required colours with accessories Note: Safety shutters to prevent accidental contact with live parts shall be provided. No indicator shall be provided for switches "1 no 20 amps 5 pin socket for UPS |
| 161 | Supply and installation of POWER RECEPTACLES:- Supply, Installation, Testing and Commissioning of the following Modular Switch, Universal sockets withmodular front plate,and accessories as per the site conditions. The quoted rate for power socket outlets shall include a. Socket outlets - round / round cum flat / flat multi pin socket outlets b.Switches c. Ready made metal boxes with knockout on all sides d. Front plate of required colours with accessories Note: Safety shutters to prevent accidental contact with live parts shall be provided. No indicator shall be provided for switches 1 no 20 amps 5 pin switched socket for AC |
| 162 | Supply and installation of TV RELATED WORKS:- Supply and laying of 75 Ohms(RG11) co-axial cable for TV network in existing 25 mm dia PVC conduit |
| 163 | Supply and installation of TV RELATED WORKS:- Supply and fixing of modular type TV socket outlet. With mounting box. |
| 164 | Supply and installation of PVC conduits:- Supply & laying 2mm thick rigid PVC FRLS / MS conduit conceled in slab / concealed in wall or surface to the ceiling/wall as mentioned below . The rate shall include necessary tools and materials like hawksaw blade, fish wire, spring wire, binding wires, insulation tapes, conduit accessories like bends, collar, PVC solvent, thermo coal, hardwares etc., complete as required to keep the conduit system ready for the wiring at a later date. 20 mm dia |
| 165 | Supply and installation of PVC conduits:- Supply & laying 2mm thick rigid PVC FRLS / MS conduit conceled in slab / concealed in wall or surface to the ceiling/wall as mentioned below . The rate shall include necessary tools and materials like hawksaw blade, fish wire, spring wire, binding wires, insulation tapes, conduit accessories like bends, collar, PVC solvent, thermo coal, hardwares etc., complete as required to keep the conduit system ready for the wiring at a later date. 25 mm dia |
| 166 | Supply and installation of Earthing & lightning protection:- Pipe electrode earth station as per IS 3043 with 38mm dia Class B GI pipe, plate with 50x6 GI strip to terminate, GI watering funnel with salt, charcoal, 450mm x 450mm x 300mm brick masonry chamber with GI frame and pre cast heavy duty cover etc., complete.(for LT equipments and lifts to suit CEIG norms) |
| 167 | Supply and erecting of 48 inch ( 1200mm sweep) ceiling fan, double ball bearing type, , complete with all accessories. (a) Cat A |
| 168 | Supply and erecting of 18 inch (450 mm sweep) exhaust fan with double ball bearings, 1400 rpm,heavy duty, complete with all accessories. (a) Cat A |
| 169 | Supply and installation of Electrical Installations:- Supply and installation of Tubelight |
| 170 | Supply and installation of Electrical Installations:- Supply and installation of LED Bulb |
| 171 | Sub Estimate-V:- Providing Street lights |
| 172 | Supply and fixing of 6 meter height (including the height of bracket cap pipe) street light tubular pole having bottom section OD 165.1 mm, middle section 114 mm and top section 88.9mmmade out of MS pipe as per IS 1239 with 400 x 400 x 20 mm thick base plate with Double Arm 1000 mm dingo bracket as per drawing. The pole shall havewindow cuttingweather proof flush door & locking arrangement for housing at bottom of the pole to accommodateelectrical accessories for loop in loop out. The body of the pole & bracket shall be machined and polished properly to give it a smooth surface.The pole shall have decorative casting at the top of the shaft. The decorative poleshall be duly pre-treated and painted in U.V. ray resistant PU coating in approved colour shade. The coating should have a DFT of 80-90 microns.The 6 m double arm pole with Dingo Bracket should be provided with90W LED suspension type decorative street light fitting, made of spun aluminium housing, glassdiffuser protector with IP 65 protection for optical compartment with high power LEDs and inbuilt driver with efficiency > 0.85 andhaving surge protection device,, Color temperature 5700K.The pole to be fixed in CC 1:2:4 including excavation, rubble packing centering & shuttering, refilling etc complete, with necessary foundation boltsM 24x 750 mm long, and as directed by the Engineer - in charge. |
| 173 | Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.(4) 4 Core 10 sq.mm |
| 174 | Design, Fabrication, Supply , installaton & commissioning of outdoor type LT feeder pillar box mounted on PCC platform,with double door shutters made out of 3mm CRCA sheet metal weather proof, with suitable rating aluminium bus bar, ammeter, voltmeter selector switches cable entry boxes with cable gland including painting with two coat of synethetic enamel paint over a coat of red oxide primer complete with following switches with space for vacant cubicles as directed by engineer in charge. Make Rittal or BCH Incoming MCCB4P415 volts 63 Amps rating 16 KA-01 Nos, KWH meter-01, Indication lamp RYB/make L&T- 01 set of -3, BUS BAR 125 Amps,TPN,Al bus bar with colored sleevs, OUT GOING MCB TPN,415 V- 16 Amps rating 10 KA- 8Nos , 10A MCB-6, stabilizer- 2KVA-3nos, timer, contactorand as directed by Engineer in Charge |
| 175 | Supply, installation, testing and commissioning of electronic type three phase energy Metre (KWh),4 wire, ISI marked, in polycarbonate or sgheet steel body ( base mounting type) with counter display/LCD display, with ELT, in Class 1.0, 50 Hz, 240 V. AC duly tested by MRT along with Test Certificates, complete as required of following capacity of make L & T only.(a) 10 Ato 40 A |
| 176 | Supplying and fixing B series SP MCB ,240V, suitable for lighting and other loads of following poles in the existing MCB DB complete with connections testing and commissioning etc as required… a) 5A to 32 A, Cat B |
| 177 | Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing masonry enclosure with CI/RCC coverhaving locking /lifting arrangement and watering pipe etc.withcharcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation ofpit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diaMetre as per specifications. c)Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately) (a) In soily strata |
| 178 | Providing and fixing 6 SWG Dia wire on surfece or in recess for loop earthing .as required |
| 179 | Supply of3 1/2 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.(2) 3 1/2 Core 35 sq.mm |
| 180 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 25 sq.mm but Not exceeding 120 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required (a) In soily strata |
| 181 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size Not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required (a) in soil strata |
| 182 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for following sizes of 3 1/2 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.. 2) 3 1/2 x35 Sq mm |
| 183 | Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 4)4X10sqmm |
| 184 | Proving and fixing of GI Pipes complete with GI fitting including trenching & re-filling etc, (extrernal work) e) 40 mm Nominal bore |
| 185 | Supplying and laying 25 mm x 5 mm GI stripin 40 mm dia GI pipefromearth electrode as required |
| 186 | Supplying‘POLYCAB" P.V.C. insulated unsheathed bright annealed bare copper conductor single core industrial cables & PVC insulated, PVC round sheathed multicore industrial Cables for voltage grade upto 1100 V. as per IS 694:1990, 3C X 2.5 Sq.mm |
| 187 | Sub Estimate-VI:- Repairs and Improvement to the Chowkidar Chowki (Rest House) |
| 188 | Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or wethered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting, and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extend required and disposing of surplus excavated soil/rock at specified areas with all lead and lifts etc. as per specification and drawing as directed by engineer in charge etc. complete |
| 189 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 190 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: All works upto plinth level |
| 191 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement |
| 192 | Laterite masonry in neatly dressed stones of size as specified in c.m. 1 : 4 (1 cement : 4 coarse sand) in superstructure from upto floor V level |
| 193 | Half brick masonry in cement mortar 1:4 (1 cement : 4 coarse, sand) with bricks of class designation 75 kg/ sq. cm upto floor five level b) Upto floor V level. |
| 194 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 195 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Foundations, Footings, Bases for columns |
| 196 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Columns, Piers, Pillars, Aburments, Posts and struts (square rectangle polygon in plan) |
| 197 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth |
| 198 | Centering and shuttering including struttings, propping etc. and removal of formwork for : Suspended floors, roofs landings, shelves & their supports |
| 199 | Centering & shuttering including Strutting, Propping & removal of forms for sloping or battering surface (slabs, beams, louvers, etc) including folded plates Where inclination to the horizontal does not exceed 30° requiring shuttering on the underside only |
| 200 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level |
| 201 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level |
| 202 | Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinforcement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level |
| 203 | Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) )(Confirming to IS 1786 of 1986)for RCC work including bending, binding & placing in position in all the floorsalongwith the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member |
| 204 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge |
| 205 | Providing and fixing M.S. grill of required pattern in wooden frames of Windows etc. with M.S. flats square or round bars with round headed bolts and nuts or by by screw Ornamental grill |
| 206 | 18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge. |
| 207 | 12mm cement plaster 1:4 (1 cement : 4 coarse sand) |
| 208 | 6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand) |
| 209 | Providing and applying white cement based putty of average thickness 1.00mm of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete |
| 210 | Applying one coat of cement primer of approved brand and manufacture on wall surface |
| 211 | Painting (two or more coats) with synthetic enamel paint of approved brand and manufacture in all shade or new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture to give an even shade |
| 212 | Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete. |
| 213 | Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. Wall Ceramic Glazed Tiles : 300 x 600 |
| 214 | Providing and and laying vitrified floor tiles in different sizes of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make in colours and shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including grouting the joints with white cement and matching pigment etc., complete 900x 900 mm Dark Shades |
| 215 | Providing and laying antiskid floor tiles 12 x 12 upto 16 x 16 in of Johnson, Somany, Kajaria (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in shades as specified laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete Dark Shades |
| 216 | Providing water proofing treatment over the newR.C.C. roofs terrace by spreading cement slurry over the R.C.C. slab andlaying of 10cms. Average laterite stone ballast coba with the necessary gradient for easy flow of rain water and the coba in covered with damp proof of Hindustan water proofing co. Or equivalent jointless water proofing plaster of mix 1:3 ( 1 cement : 3 fine sand), finished smooth with wooden trowel with false marking of 30 cms square. The vertical surface of the adjoining walls are to be treated upto a height of 30cms including rounding of junction (the rate includes for complete items including labour and materials and including cost ofinitial treatment of roof slab as follows. The injunction of damp proof or equivalent compoundwith cement solution will be given as and when found necessary for filling honey comb, cracks etc. in the R.C.C. slabs). NOTE: cement consumption 25 kg/sq.m. |
| 217 | Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon Second class Indian teak wood |
| 218 | Providing woodwork in frames of doors, windows, clerestory windows trusses & other frames wrought framed and fixed in positon Second class matti wood |
| 219 | Providing and fixing 35 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including black enameled iron butt hinges with necessary screws: Second class Indian teak wood |
| 220 | Providing and fixing 35 mm thick panelled glazed or panelled and glazed shutters for doors, windows and clerestory window including black enameled iron butt hinges with necessary screws: Nano or equivalent |
| 221 | Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete 250 x 10 mm |
| 222 | Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete 150 x 10 mm |
| 223 | Providing and fixing bright finished brass tower bolts (barrel type) with screws etc. complete 100 x 10 mm |
| 224 | Providing and fixing bright finished brass handles with necessary screws etc complete 125mm |
| 225 | Providing and fixing bright finished brass hard drawn hooks and eyes. 150 mm |
| 226 | Providing & fixing bright finished brass 100 mm. mortice latch & lock & a pair of levers, handles with necessary screws etc. complete (Indian make of approved quality) |
| 227 | Providing and fixing bright finished brass sliding door bolts with nuts and screws etc complete 300 x 16 mm |
| 228 | Providing and fixing 150 mm. bright finished brass floor door stopper with rubber cushion screws etc. to suit shutter thickness complete. |
| 229 | Wood Finish Foam Core FRP (Fiber Reinforced Polymer) Door Shutter Manufacture, Supply and Installation (including accessories as mentioned below) of EPEE or equivalent Goan make FRP (Fiber Reinforced Polymer) door shutter of specified thickness as per options below by using tray system, with seasoned hard wood, moisture less than 17%, wood styles for Top rail and lock rails. FRP (Fiber Reinforced Polymer) laminate made up of 450 grams per sq.mts (gsm) chop strand matt and unsaturated polyester resin with viscosity range of 400/450 centipoises per second (cps) along with printed matt having wooden textures, used along with UV Resistant resin to give the clear wooden texture on the door. The core of shutter will be filled as specified (Expanded Polystyrene Foam / Polyurethane Foam (EPS/PU) Foam) The shutter to be water proof as well as mild acid / alkali resistant manufactured using RV TIFAC (R V Engineering College, Bangalore & Technology Information Forecasting & Assessment Council) Technology in line with IS 13034 1990 test Standard in an ISO 9001 – 2015 certified factory. Accessories: i) S. S. Hinges 4” - 3 No ii) S. S. Latch - 1 No iii) Tower Bolt 5” - 2 Nos iv) Handle 5” - 2 Nos Shutter Thickness a) 30 mm |
| 230 | Providing and fixing anodized aluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in-charge: Adjustable louvered windows. b) Plain glass |
| 231 | Proving and fixing anodised alluminium shutters in accordance with the specification annexed with Goa schedule of Rates (2004) Vol & II including all taxes, transportation, scaffolding and handling etc. complete as per direction of the Engineer-in- charge: Window with two or three sliding shutters using 14.5/15 mm series shutters section. b) Plain glass |
| 232 | Providing and fixing colour coated galvulium roofing sheets of 0.5mm thickness including all the accessories (TATA make) but excluding the cost of purlins, rafters, trusses, flashings etc. complete as per the directions of the Engineer in charge |
| 233 | Add for providing & fixing Flashings -[Corners, Ridges, valleys, gable end & Trims] (Girth upto 610mm) including all the accessories complete as per the directions of the Engineer in charge. |
| 234 | Providing and fixing Prince or equivalent make PVC SWR half round eaves gutter with bolts, nuts and flat iron brackets 40 x 3 mm size complete. 180 mm nominal size |
| 235 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) (Square Hollow Section (SHS) IS4923 /Rectangular Hollow Section (RHS) IS4923/ Circular Hollow Section (CHS) IS1161 closed Structural Steel of (SAIL, TATA. VIZAG, JSW ,APOLLO Steel Ltd.) make (Min Yeild Stress 310 Mpa)) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 236 | Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4-0.5mm dia steel shots with a speed of 3200 rpm. a) 60 mm thick in all colours except grey (M35 grade) |
| 237 | Providing and fixing in position S.S. hand rail in main stair case, and landing as per approved design shown in the drawing including bending handrail pipe to proper shape in curves with specials, etc. complete. |
| 238 | Proving and fixing white vitreous china water closet squating (European type w.c. pan) with seat and lid, C.P. brass hinges and rubber buffers 10 lts. High level P.V.C.. flushing cistern (of approved make ) with fittings, rack bolts 32 mm diameter P.V.C. telescopic flush pipe with fit tings and clamps 25mm P.V.C.. over flow pipe with specials & mosquito proof coupling of approved municipal design and nylon. chain and pull complete, cutting and making good the walls ad floors where required. a) W.C. pan with white plastic seat and lid. |
| 239 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 including cutting of stone and making good the walls wherever required. Kitchen sink without drain board. with coupling & all accessories complete with choke stop strainer, Plain type having flat borders for correct sandwithing between the plaform top and bottom slabs complete. a) Overall size 610mmx510mm (24"x20") bowl size 545 mm x 445mm x 200mm (211/2"x 17 1/2"x 8") depth 200 mm. Glossy. 1.0mm thk, |
| 240 | Providing and fixing vitreous china wash basin with RS or C.I. brackets painted white, 15 mm C.P. brass pillar taps C.P. brass chain with rubber plug 32 mm C.P. brass waste of pattern, 32 mm diameter M.I. or C.P. brass trap and union complete, including cutting and making good the walls where required. b)Flat back wash basin size 630x 450mm with a single 15 mm C.P. brass pillar taps. |
| 241 | Providing and fixing NICKEL chrome plated copper alloy Fancy long body bib cock with wall flance Jaquar make or equivalent. Confirming to IS 8931;1993 a) 15mm nominal bore |
| 242 | Providing and fixing brass full way valve (heavy) duty with wheel of approved quality : 32 mm nominal bore |
| 243 | Providing and placing on terrace roof of floor two (1st flor roof single piece rotational moulded polythene water storage tank having I S I mark and conforming to I S 12701; 1996. 1000 lit. Capacity |
| 244 | Constructing brick masonry manhole or inspection chamber with second class bricks in cement mortar 1:5 (1 cement :5 fine sand) R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand ;4 graded stone aggregate 20mm nominal size foundation concrete 1:2:4 mix (1 cement ;2 coarse sand :4 graded stone agrregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) neatly finished complete as per standard design. Inside size 60 x 60cm and 60cm deep including C.I. cover with frame (light duty) 455x610mm internal diameter total weight of cover and frame to be not less than 38 kg. (weight of cover 23 kg). |
| 245 | Constructing soak pit 1.20m x 1.20m x1.20m filled with laterite stone aggregate 125 to 180 mm including S.W. drain pipe 100 mm diameter and 1.2m. long complete as per standard design. : |
| 246 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. SCH-40(blue)/(white) 20mm outer dia. |
| 247 | Providing and fixing ASTM UPVC pipe, conforming to ASTM 2467 with ISO 14001, including all UPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step UPVC solvent cement and testing of joints complete as per direction of Engineer. Internal work - Exposed on wall. SCH-40(blue)/(white) 32mm outer dia. |
| 248 | Providing and fixing PVC SWR pipes confirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion. Single socketed pipe 75 mm dia |
| 249 | Providing and fixing PVC SWR pipes confirming to IS 13592 type A including jointing with seal ring confirming to IS 5382 leaving 10 mm gap for thermal expansion. Single socketed pipe 110 mm dia |
| 250 | Providing 25 mm thick cuddapah slabs machine cut and polished on either side in partitions including making necessary grooves in the wall and fixing with cement mortar, complete as directed by the engineer-in-charge |
| 251 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade, area of slab over 0.50 sqm Jet Black |
| 252 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/Cuddapah stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 253 | Providing & fixing False Ceiling Yashashri make or equivalent, made out of 2” x 1” M.S sq tube frame support structure & 20mm x 155mm x 1.2mm multi-cavity upvc section, 30mm x 40mm x 2mm Upvc multi-cavity section with hidden screwing system. The average weight of False Ceiling is 8.50 kg per sq mtr. These Upvc sections are tested by using BS 2782 & DIN 53459 test methods |
| 254 | Providing and fixing prefabricated compound gate of G.I. pipes 40 – 50 mm dia (medium) with 12mm M.S. square bars of G.I. pipes grill work as per drawing including providing & fixing locking arrangements, pintals, hold fast embedded in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 granitic or basaltic aggreate 20mm nominal size) including applying priming coat with ready mixed red lead paint and painting 2 or more coats with superior ready mixed paint of approved brand and manufacture in all shades as per direction complete |
| 255 | Demolishing laterite stone masonry in cement mortar including stacking of serviceable material & disposal of unserviceable material within 50 mts. lead. |
| 256 | Providing and fixing 600 x 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick asbestos sheet ground fixed to wooden cleats with C. P. brass screws and washers |
| 257 | Providing & fixing c.p. brass towel rail complete with C.P. brass brackets fixed to wooden cleats with C. P. brass screws a) 750 x 20 mm size |
| 258 | Providing & fixing soap dish chromium plated with brackets fixed to wooden cleats with CP brass screw |
| 259 | Providing and fixing NICKEL chrome plated copper alloy Fancy wall mixer with 3 IN 1 SYSTEM WITH 115MM long bend pipe for connection to over head shower Jaquar make or equivalent. Confirming to IS 8931;1993 |
| 260 | Providing and fixing Hand Shower (Health Faucet) with 8mm dia, ABS/brass body with double lock 1.00m long Flexible tube (Brass plated stainles steel flexible hose) and wall hook of approved quality confirming to IS standards |
| 261 | Sub Estimate-VII:- Development of D/s of dam |
| 262 | Earthwork in excavation by mechanical/ manual means in all types of strata comprising any of the materials such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of conglomerates, laterite rock, soft rock, ordinary rock, disintegrated or wethered rock, fissured/shattered, decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiseling, wedging etc. but blasting prohibited in all conditions such as dry, moist, saturated, submerged, foul conditions etc. including pumping or bailing out water/dewatering including setting out construction of shoring, strutting, and bracing, removal of stump and other deleterious matter, dressing of sides and bottom, providing barricading, danger lighting, guarding etc. backfilling the excavated earth to the extend required and disposing of surplus excavated soil/rock at specified areas with all lead and lifts etc. as per specification and drawing as directed by engineer in charge etc. complete |
| 263 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. |
| 264 | Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: : a) All works upto plinth level |
| 265 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement :4 coarse sand)in foundation and basement. |
| 266 | Centering and shuttering including struttings, propping and removal of forms for : i) Foundations, footings, bases for columns |
| 267 | 12mm cement plaster 1:4 (1 cement : 4 fine sand) |
| 268 | Providing & laying of minimun 60mm thick factory made Shot blasted cement concrete Interlocking paver blocks of minimum M40 grade made by heavy duty block making machine with strong vibratory compaction and of approved size and design/ shape laid in 50mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-incharge. The product should comply with IS 15658: 2006 and manufactured by ISO 9001: 2008 certified plant. Size: 225 mm x 112.5mm x 60mm (Type: Wave Shape) Other Colours |
| 269 | Supplying and fixing Pre-cast cement concrete kerbstones( factory made,the factory should be ISO certified and registered under Directorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification. Size 30 cm L x 50 cm H x 15 cm T |
| 270 | Providing & Fixingrailing 0.90 m high made out of square tubes with handrail and bottom rail of MS tubes 80x40x4 mmand with MS tube 32x32x3.2mmwelded between the top and bottom rail in design as per approved drawing and with 2 nos ofboxes of 1.20 m heightmade out of ISMC100 welded together and placed at 2.0 m apart with necessary embedments and concrete blocks for stengtheningincluding painting with one coat of primer and two coats of paint complete as directed by the Engineerin charge. |
| 271 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge |
| 272 | Providing and fixing precast terrazo, chequered or plain tiles of any shades with grooves in the nosing in treads of steps on 25 mm thick bed of lime mortar 1:1:1 (1 lime : 1 surkhi : 1 coarse sand) jointed with neat cement slurry mixed with pigment to match the shades of tiles including rubbing and polishing complete. |
| 273 | Making lawns Using Mexican Ready Lawn , 1 x 2 feet size panels each including finishing the base, breaking of clods, removal of rubbish, dressing , planting lawn at 15 cm apart, including supplying and spreading of farm yard manure at rate of 0.18 cum per 100 sqm |
| 274 | Providing and laying cast iron garden benches of approved design with 2 ndclass Indian teak wood (normal size) seat of length 5 ft x 2 ft width place and fixed with necessary bolts and nuts over abed of cement concrete 1:2:4(1 cement :2 coarse sand:4 graded granitic or basaltic stone aggregate 20 mm nominal size) as per the drawing including excavation in foundation , proper hold fasting , painting the cast iron parts and other members and vanishing etc. complete as per the direction of Engineer-in charge |
| 275 | Sub Estimate-VIII:- Strengthening and repairs to the head regulator |
| 276 | Planning, designing and implementation of approved methodology for carrying out repairs and strengthening of the head regulator with approved materials like cement, synthetic resins, admixtures etc. to achieve the water tightness in the regulator well to the extent to keep the well in dry condition.The said job work includes scaffolding, centering shuttering, scrapping of weak concrete/plaster, surface cleaning, filling up the damaged/curved portion with approved chemical products, treatment to exposed reinforcement, drilling of grout holes, and grouting to resist water pressure of minimum 2 kg/cm2, with suitable grout material/cements or any approved synthetic material/waterproofing system to achieve the objective. The cleaned surface should be coated with bonding paint, to support the additional RCC 1:1:2 lining of 10 cm thick with proper keys (hold fast) to hold the steel in position, and with approved admixtures etc.(Steel reinforcement to be paid separately) All complete as directed by Engineer in charge. ( Internal Dia of well 3.00 metre and depth 20.00 metre) |
| 277 | Repairs to RCC duct of internal size 1.1mx1.1m ofintake tank of Amthane MI tank by grouting the gap between the RCC duct and 900 mm dia 12mm thick m.s. Pipe inserted within it.Lenght of duct =32.0m .The work includes thefollowing i) Cleaning Surface :- Cleaning the surface of concreteusing cleaning agent, washing the surface using 200 bar pressure water jet, hacking and opening of all the demaged concrete at the accesible area using heavy duty chiseled hammer, grinding the surface with rotary wire brush to remove all the loose particles etc... ii) Microconcrete grout:- roviding & laying ready to use polymer based free flow, non-shrink, Micro Concrete of minimum M35 grade including watertight shuttering with high bond strength for filling gap in side duct etc. complete. mixing by hand or preparation of partial quantities is not allowed. Mixing takes at least 5minutes to form a homogenous lump free poured into the honeycombed, deteriorated area of concrete and ensuring that the same is placed within the setting time of the material and finished to match with the line and level of the existing surrounding concrete. The repaired area shall be kept damp for minimum of 3 days.Material consupmtion 90 kgs per RMT. (concidering 100 mm gap filling ) Product characteristics to be verified: - compressive strength after 28 days: 55 N/mm2 - flexural tensile strength after 28 days: 8.5 N/mm2 Product:Emcecrete Type A or equivalent Mixing ratio:30 p.b.w. Powder and 4.2-4.5 p.b.w. water iii) Drilling & nozzle fixing:- Providing & Fixing Packers- including drilling holes, cleaning with Compressed Air, packer type-Aluminium 13mm dia with NRV arrangement on top,(NON Corrosive) sealing leak paths, removing packers after injection, grinding etc. complete. As per Specification and instructions of engineer in-charge. iv) Elastomer PU injection Resin for strenthening & contact grouting:- Providing & injecting low viscuss,Rigid sealing and strengthening injection for cracks, joints and cavities in structural and civil engineering under Wet, water-bearing and high pressure water bearing conditions. material tobe used MC Injekt 2700L 2 component Elastomer based injection resins to be injected Using 2 component Pneumatically operated injection pump, material mixes in the machine to avoid premixing and wastages, injection with recommended pressure and proper delivery rateby injecting in pre-drilled holes including cost of materials viz. Injection pump. compressor, breaded hose pipe, consumables,MC PU thinner, & labour charges, etc. All the safety measures to be taken confirming to the Application methods as per product data sheet with all leads and lifts etc. complete as per specifications and asdirected by Engineer-In charge. (based on inspection of leakages 250lts shall be required for the works) Technical points and properties of material polyurethane-based Duromer resin. - Low viscosity: 200 mPa*s - Compressive strength > 60 MPa - Flexural tensile strength > 25 Mpa - Reaction time 200 to 30 secs at 20°C and 50% relative humidity. - Products fulfil requirements of the repair systems in contact with drinking water in accordance with UBA-guideline. |
| 278 | Manufacturing and supplying at site of work welded MS pipes of finished ID of suitable lengths made out of fabricating, welding forming "V" edge to both ends of the pipes sides including providing and fixing welding etc. of suitable MS hinges conforming to relevant IS codes, stresses induced due to trench conditions, backfilling class "A" traffic loading, handling temperature variation etc. testing the pipeline to a field test pressure of 25 kg /cm2 as directed by Engineer-in-charge. (the finished internal dia. is to be considered without cement mortar lining /Epoxy painting). 12 mm thick (plate welded) 900 mm dia |
| 279 | Welding joint in all position with minimum 3 Nos. of runs for MS pipes and specials and flanges, internally and externally including gauging wherever necessary, fixing appurtances and other accessories, cost of water pumping arrangement and hydraulic testing etc. complete for 12mm/10mm thick M.S.plate. 900 mm dia |
| 280 | Supplying at store or site of work including railway freight, carting, loading, unloading, stacking etc. generally conforming to BS EN 593, cone sphere eccentric design, double flanged butterfly valve having body, disc and end cover in graded cast iron to IS:210 Gr. FG 260, synthetic rubber face ring secured on disc by a SS retaining ring with stainless steel screws, the rubber ring seating on a corresponding integral Model 60 / SS316 seat in body, stub shaft of AISI 431 riding in Teflon bearings, flanges drilled to IS:1538 Table 4 & 6. TYPE P.N. 1.6 (Class A) 900 mm dia |
| 281 | Hoisting laying cast iron sluice valve/ butterfly valves/reflux valve of size given below at location in pipeline, including making the flanged joints for the two flanges of the valves including the cost of flat rubber ring nut bolts as per IS :2685 - 1971 CLASS II & III, complete as directed by the engineer in charge. Nominal diametre in mm 900 |
| 282 | Providing & Fixingrailing 1.25 m high made out of boxes of2 nos of ISMC100 welded together 1.50 m in heightand placed at 2m c/c with handrail and bottom rail of square tubes 80x60x4 mm and 12 nos vertical members ofsquare tube 40x40x3.2mmwelded between the end posts etc complete and as directed by the Engineerin charge. |
| 283 | Providing & Fixingsystem for operating butterfly valve at a depth of 18 to 20m of amthane MI tank intake well consisting of 80 mm m.s. shaft with nut ,treads and wheel for operating along withnecessary supporting structure on side and at thetop of well Complete including cost of all the materials ,transport and material requiredas approved and directed by the engineer in charge ( internl dia of well 3.0m ) |
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