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Redevelopment Of Morabadi Maidan Campus For Ranchi Municiapal Corporation At Ranchi, RANCHI-Jharkhand

Urban Development Department-UDD has published Redevelopment Of Morabadi Maidan Campus For Ranchi Municiapal Corporation At Ranchi. Submission Date for this Tender is 26-07-2021. Civil Work Tenders in RANCHI Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

28535495
Redevelopment Of Morabadi Maidan Campus For Ranchi Municiapal Corporation At Ranchi
Open Tender
Indian
Jharkhand
RANCHI
26-07-2021

Tender Details

Redevelopment Of Morabadi Maidan Campus For Ranchi Municiapal Corporation At Ranchi

Key Value

Document Fees
INR 10000 /-
EMD
INR 478000.0 /-
Tender Value
INR 4.77 Crore /-

BOQ Items

Name of Work: Redevelopment of Morabadi Maidan Campus for Ranchi Municiapal Corporation at Ranchi.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Laying and Jointing PVC Pipe. Heading BI01010001010000000000000515BI0100001112
2 1.01 EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. 5.1.1 2917.87 CUM
3 2 Extra for earthwork in hard soil as per specification and direction of E/I. (Vide classification of soil item - B) 5.1.2 2256.73 CUM
4 3 FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.7 2626.83 CUM
5 4 FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) 5.1.8 647.62 CUM
6 5 Providing coarse clean SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) 5.1.10 1156.96 CUM
7 6 Providing designation 75-A, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.6.1 1630.51 SQM
8 7 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone\naggregate 20 mm nominal size) 5.3.1\n5.3.1.2 159.64 CUM
9 8 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\n1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) 5.3.9\n5.3.9.1 193.49 CUM
10 9 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :\n1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) 5.3.10 5.45 CUM
11 10 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 5.3.11 8.74 CUM
12 11 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately).\nAll works upto plinth level\n 5.3.29\n5.3.29.1 87 CUM
13 12 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/ cum.Excess/less cement used as per design mix is payable/recoverable separately).\nAll works above plinth level upto floor V level 5.3.29\n5.3.29.2 125.57 CUM
14 13 Centering and shuttering including struting, propping etc. and removal of form for -\nFoundation, footings, bases of columns etc. 5.3.17\n5.3.17.1 167.57 SQM
15 14 Columns 5.3.17.6 1714.74 SQM
16 15 ROOF SLAB 5.3.17.3 1265.56 SQM
17 16 Beams, plinth beams,- 5.3.17.5 1075.03 SQM
18 17 Providing tor steel reinforcement TMT FE 500 of following dia. rods as per approved design and drawing including carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction and direction of E/I. \n(ONLY VALID FOR SAIL & TATA STEEL, JSPL, ELECTRO STEEL LTD. AND VIZAG STEEL)\nTOR 8 MMDIA. @ 30% of total steel qty. 5.5.4 15.79 MT
19 18 TOR 10 MMDIA. @ 15% of total steel qty. 5.5.5a 7.845 MT
20 19 TOR 12 -32 MM DIA. @ 55% of total steel qty. 5.5.5 (b) +(c)+ 5.5.6 28.765 MT
21 20 Providing designation 75A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints,cost of screening materials raking out joints to 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. 5.2.3. 317.46 CUM
22 21 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) 4.10/ D.S.R. 14.24 SQM
23 22 Providing and mixing Liquid Integral waterproofing compound in concrete or plaster as per manufacturer specification and direction of End-in-charge. Brand - Sika Plastocrete plus, MYK proof WP 10, Fosroc-conplast X4211C, DR. Fixit pidiprof LW+ or Equivalent. 5.12.4 9.15 SQM
24 23 Providing designation 75 A BRICK WORK in CM. (1:6) in SUPERSTRUCTURE with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening,racking out joints to 15 mm depth,curing, taxes and royalty all complete as per building specification and direction of Engineer Incharge 5.2.11 70.62 CU. M
25 24 Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.3 298.23 SQM
26 25 Providing 6mm cement plaster(1:4) in ceiling with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 5.7.6 18.53 SQM
27 26 Providing 12 mm thick water proof CEMENT PLASTER (1:6)on outside wall with clean coarse sand of F.M.1.5 and including cost of screening, curing making grooves with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I. 5.7.3 1576.94 SQM
28 27 Providing tuck pointing [1:3] in cement on brick work clean coarse sand of F.M 1.5 FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I 7. 5.7.9 23.72 SQM
29 28 Providing 12mm cement plaster(1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I. 5.7.1 6.41 SQM
30 29 Providing 1.5 mm th. cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I. 5.7.11 6.41 SQM
31 30 Providing & fixing FAN HOOK of 16 mm dia M.S. bar, 1 M long bent to required size and shape, placed in position and fluid in the R.C.C. slab-beam at the time of casting all complete as per building specification and direction of E/I. 5.5.13 2 EACH
32 31 Supplying, fitting & fixing 250 x 20 x 6 mm L-type M.S. clamp properly fishtailed including making holes and setting the same in 250 x 125 x 75 mm cement concrete block (1:2:4) with cost of all layout and materials and taxes as per building specification and direction of E/I. 5.5.9. 12 EACH
33 32 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.\nGranite of any colour and shade\nArea of slab over 0.5 sqm - 8.2/ D.S.R.\n8.2.2.2 75.88 SQ. M
34 33 Extra for providing edge moulding to Granite stone counters, vanities etc. over above including machine polishing to edge to give high gloss finish etc. complete as per design approved by Architects / E/I. 8.3.2/ D.S.R. 318.15 R.MT.
35 34 Providing & laying 15 mm to 23 mm thick KOTAH STONE SLAB FLOORING and skirting of approved size, texture and colour over 19 mm thick base of line mortar (1:1:1) Lime putty: Surkhi: Coarse sand) laid over and jointed with grey cement slurry mixed with pigment ot match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. 5.6.19 IV 1368.35 SQ. M
36 35 Providing and laying 25 mm thick kotah stone tiles in risers of steps, skirting and pillars of approved size texture and colour laid over 12 mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing taxes and royalty all complete as per building specification and direction of E/I. 5.6.20. 64.52 SQ. M
37 36 Providing and laying 6 mm precast SEMI GLAZED CERAMIC TILES of approved quality in DADO over 12mm cement mortar (1:3) and jointed with white cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction of E/I with grade A coloured 20cmx15cm tiles.\nWith commercial grade colour 15 x20 cm tiles - 5.6.23 289.13 SQ. M
38 37 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 11.53/ D.S.R. 41.7 SQM
39 38 Providing 25mm thick first class patent stone flooring ( 1:2:4 ) with stone chips, in two layers, bottom layer 19mm thick ( 1:2:4 ) with 12mm to 6mm, size graded stone chips and top layer 6mm thick ( 1:2 ) with 6mm down stone chips in panels, including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty all complete as per building specification and direction of E/I. 5.6.7 22.95 SQM
40 39 Providing 12mm cement plaster(1:3) with clean course sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing taxes and royalty all complete as per building specification and direction of E/I. 5.6.10 5.43 SQM
41 40 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i. e. at top, bottom and sides with required EPDM rubber / neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :\nFor shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) \nAnodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15) 21.1./ D.S.R.\n21.1.2\n21.1.2.1 235.2 KG
42 41 Providing and fixing glazing in aluminium window, ventilator shutters etc. with EPDM / Neoprene gasket etc complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):\nWith float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 21.3.2/ D.S.R. 27.31 SQM
43 42 Providing and fixing aluminium hanging floor door stoppers ISI marked anodized (anodic coating not less than grade Ac 10 as per I.S. 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper 9.101.2/ D.S.R 6 EACH
44 43 Supplying and fixing Rolling Shutter of approved make, made of required size M. s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire od adequate strength confirming to IS : 4454-part 1 and M.S. top cover of required thickness for rolling shutters.\n80x1.25 mm M.S. laths with 1.25 mm thick top cover. 25. 10.6.1/ D.S.R. 40.69 SQM
45 44 Providing and fixing ball bearing for Rolling Shutters 10.7/ D.S.R. 26 EACH
46 45 Extra for providing mechanical device chain and crank operation for operating rolling shutters.\nExceeding 16.80 sqm in area 10.8/ D.S.R. 13.38 SQM
47 46 Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.\nWith stainless steel cover plate minimum 1.25 mm\nthickness \n 21.4/ D.S.R. 6 EACH
48 47 Providing and fixing aluminium TOWER BOLTS ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. complete. \n300X 10MM 9.97.1/ D.S.R 6 EACH
49 48 150X 10MM 9.97.4 6 EACH
50 49 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :\n125 mm 9.100.1/ D.S.R 12 EACH
51 50 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. (Approved Brand - Doorset) 21.13/ D.S.R 6 EACH
52 51 Providing and laying waterproofing treatment on roof slab by applying two component, factory designed, ready to use, acrylic modified flexible material applied with brush roller or spray for waterproofing coating as per manufacturer specification with following steps. :-\nSurface preparation – Providing and cleaning of concrete surface to remove dust, oil grease including removal of existing loose paint/ coating, and cement laitance by cleaning with compressed air & water jet including all materials, labour, tools complete. ponding test to be done after plugging all outlets and to be checked from soffit to be identify seepage, leakage. On identification of seepage, cement grouting to be done with non-shrink expanding admixture of Sika India Pvt Ltd. /MYK Schomberg / Dr. Fixit / Fosroc or equivalent. Providing and repairing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with 150 mm x 150mm fillet of mortar ( Cement : sand – 1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg / Dr. Fixit or equivalent . Before chamfering a prime coat shall be given with the slurry of acrylic polymer. Repairing surface irregularities, damaged concrete in base slab, dead cracks if any ,with an acrylic polymer modified repair mortar including a coat of bonding agent of the same with cement slurry including all material labour tools complete. \n(b)1st Coat :- Apply 1st coat of two component acrylic modified ,ready to use, flexible cementitious material on surface saturated dry roof and inside wall of parapet wall upto 600 mm by brush or roller. After 1st coat of application ,45 gsm of Fibre glass cloth to lay when the first layer is still green. 1st coat should be applied @1.50/Sqmt / coat . For the purpose of measurement the entire treated surface will be measured .\nc) 2nd coat :- To apply the 2nd coat of two component acrylic modified ready to use ,flexible cementitious material right angle to the 1st coat over the glass fibre laid surface. 2nd coat should be applied @0.7kg/Sqmt/coat. For the purpose of measurement, the entire treated surface will be measured.” After three days of drying the 2nd coat, the rain water outlets to be plugged and ponding test to be done for 48 hours to identify seepage, leakage from soffit and found necessary rectification to be done as per satisfaction of E/C. The waterproof coating to be protected from damage before screed over it. Waterproof Brand :- Sika Top seal 109hi /Fosroc Brush bond RFX/ Dr. Fixit Pidiffin 2 k / MYK Aquafin TG . Product Performance – Chemical Base Part A: Acrylic copolymer. Part B : Specially graded cementitious powder – Density 1.6kg/l (mixed density) at +27c Tensile Strength – 2 N/mm2 after 28 days ( with Fibre cloth) ( According to ASTM D 2370 ) Pullout Bond Strength – 2 N/mm2 ( concrete failure ) ( According to ISO 4624 ) Slant – SheAR Bond Strength – 4 N/mm2 ( According to FIP 5.15) Elongation at Break -35% without Fibre Cloth and 20% with Fibre Cloth ( According to ASTM D 2370) \ne)Groove of PCC surface should be filled with polysulphide Sealant.(paid Separately) Brand – Sika India Pvt Ltd. / MYK Schomberg / Dr. Fixit/ Fosroc. Warranty for five years. 5.12.1\n(a) 21.46 SQM
53 52 Covering of treated surface with PCC:- Providing 25 mm thick cement Concrete M 20 (1:1:5:3) maintaining slope in alternate 2 mt x 2 mt panels with approved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of F.M 2.5 to 3 including screening , shuttering and mixing cement concrete in mixer with admixture of integral water proofing and placing in position ,striking curing taxes and royalty all complete as per building specification and direction of E/I . Panels that has been left should be casted next day. There should be 6 mm gap between panels Brand – Sika – Plastorcrate plus, MYK proof WP 10, Fosroc – Conplast X 421ic Dr. Fixit Pidiproof LW+ 5.12.2 21.46 SQM
54 53 Providing and filling of 6 mm thick Groove between 25 mm PCC Panels with Polysulphide Sealant ( Poring Grade) as per drawings and technical specifications and direction of Ein Charge (with 18% GST) Brand – Sika Polysulphide Fosroc – Thioflex 600, Dr. Fixit Pidiseal PS ( 42p) , Myk Seal PS or Equivalent 5.12.8 21.46 SQM
55 54 Providing applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth copmlete . 13.26. D.S.R. 316.86 SQM
56 55 Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I 5.8.18 316.86 SQM
57 56 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:\nNew work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 13.47.1/ D.S.R 13405.4 SQM
58 57 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall suface to prepare the surface even amd smooth complete. 13.80 D.S.R 1226.38 SQM
59 58 Finishing walls with textured exterior paint of required shade :\nNew work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/ 10 sqm 13.45/ D.S.R 248.89 SQM
60 59 Providing 2 coats of SYNTHETIC ENAMEL PAINT of approved shade and make over STEEL SURFACE grills & railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.45 1395.87 SQM
61 60 Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works 10.25/ D.S.R. 14744.6 KG
62 61 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2/ D.S.R. 35155 KG
63 62 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 12.20/ D.S.R. 2001.49 SQM
64 63 A) LOCAL SAND 1168.83 CUM
65 64 B) COARSE SAND 452 CUM
66 65 C) STONE CHIPS 509.86 CUM
67 66 D) BRICKS 209.99 CUM
68 67 E) EARTH 1380.47 CUM
69 68 F) DISPOSAL OF EXCAVATED EARTH, LEAD - 15 KM. 647.62 CUM
70 69 Supplying 100mm dia. Submersible pump sets confirming to IS 8034 and motor cvonfirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft ant polypropylene/ norylimpeller. Motor suitable for working on 415 V+10%, 3PH, 50 HZ, AC supply with cable guard, thurst carbon/ fibre bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump ste shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined no return valve shall be provided with pump. 3 m submersible copper conductor cable in single/ double run shall be provided with each pump.\nSubmersible pump set 150mm dia (with polypropylene/ Noryl Impeller) \n10 HP M 1055/ DWSD SOR, 2021\nPM 1-2\nPM 1-2-10 2 No
71 70 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.\n80 mm dia nominal bore 18.12.8/ D.S.R. 300 Mtr
72 71 Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :\nbituminous road 15.43/ D.S.R. 780.36 SQM
73 72 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.\n1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). 4.6.1/ D.S.R 118.86 CUM
74 73 Mixing earth and sludge or manure (Sand) in the required proportion specified or directed by the Officer-in-charge 2.9/ HORTICULTURE, DSR 1295.24 CUM
75 74 Rough dressing the trenched ground including breaking clods. sqm 1.30 2.5/ HORTICULTURE, DSR 4251.85 CUM
76 75 Compacting Original Ground supporting subgrade (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet of table 300-2 for subgrade construction)\ni) Rolling with smooth wheeled roller - 3.19/ RCD, 2018 863.49 CUM
77 76 DT: Basic rates for 125/115 mm dia Drilled Tube-well for drilling in all kinds of soil and rock for installation of hand pump with DTH ring Machine all complete including supplying all meterial, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and direction of engineer-in-charge. (Basic rates)\nDrilling up to 30 mtr. Depth below G.L. 121/ PAGE56/ D.W.S. 120 METRE
78 77 Drilling Beyond 31 mtr upto 60 mtr below G.L a 90 METRE
79 78 Drilling From 41.00 M to 100.00 M b 120 METRE
80 79 Supplying, assembling, lowering and fixing in vertical position in borewell unplasticized PVC medium well screen (RMS) pipes with ribs, confirming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of engineer-in-charge.\n100 mm nominal size dia. - 23.4/ D.S.R. 30 M
81 80 Supplying,filling, spreading and levelling stone boulders of of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge. 23.5/ D.S.R. 2.82 CUM
82 81 Supplying,filling, spreading and levelling gravels of size range, 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in the required thickness, for all leads and lifts, all complete as per direction of E/I. 23.6/ D.S.R. 2.82 CUM
83 82 Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455X610 mm internal dimensions, total weight of cover with frame to be not less than 38 KG. (weight of cover 23 kg. and weight of frame 15 kg) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: \nInside dimensions 455X610X mm and 45 mm deep for single pipe line with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 19.30.1.1/ D.S.R. 10 EACH
84 83 Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete.\n150 MM dia R.C.C. pipe 19.6/ D.S.R\n19.6.2. 50 Meter
85 84 250 MM dia R.C.C. pipe 19.6.3 50 Meter
86 85 Supplying fitting and fixing Galvanised wire mesh of average width of aperture 1.4 mm and nominal\ndia of wire 0.63 mm (2'-0"x2'-0"*2) in position as per specification and direction of E/I. Supply rate of 7029/ d.s.r./ page 31 + 10% c.p.\n 0.74 SQM
87 86 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.\n100mm Nominal size dia. 23.3/ D.S.R. 150 Meter
88 87 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 23.12/ D.S.R. 6 HOUR
89 88 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:\n100 mm Dia. 23.13.1/ D.S.R. 3 EACH
90 89 Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts\nof required size complete. . 100MM DIA. - 23.14.1/ D.S.R. 3 EACH
91 90 Supplying Submersible pump sets confirming to IS 8034 and motor cvonfirming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft ant polypropylene/ norylimpeller. Motor suitable for working on 415 V+10%, 3PH, 50 HZ, AC supply with cable guard, thurst carbon/ fibre bearing to withstand entire hydraulic thrust, water proof winding shall be provided. The pump ste shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design. Anti thrust stream lined no return valve shall be provided with pump. 3 m submersible copper conductor cable in single/ double run shall be provided with each pump.\nSubmersible pump set 100mm dia (with polypropylene/ Noryl Impeller upto 20 stages) \n2 HP 139/ DWS SOR/ PAGE 64\nPM 1-1\nPM 1-1-3 3 No
92 91 Supplying flat flexable sumersible cable with copper conductor PVC insulated and PVC sheathed. 3 Core 4 Sqmm M 1062/ PAGE 71/DWSD 450 Mtr
93 92 Supplying and laying /lowering of GI pipe of 50 mm dia including of required fittings solvent etc complete job as per direction of E/I 9. 18.12.6/ D.S.R. 300 Mtr
94 93 Wiring for light point/fan point/exhaust fan/call bell point with 1.5 sqmm PVC insulated copper conductor cable in surface / recessed PVC conduit with moduler type switch,moduler plate,suitable size GI box etc. as required . 1.3.3. 5 Each
95 94 Supplying flat flexable sumersible cable with copper conductor PVC insulated and PVC sheathed.\n3x2.5 sq mm M 1062/ PAGE 172/ DWSD 360 M
96 95 3x16 sq mm 50 M
97 96 Supplying, installing, testing and comissioning of followiing rating approved make LED bollard fitting with cylin diffuser ,IP:65/54 protection conforming to IS:10322 part 5 etc all complete as required.(excluding plinth charge) 9.9. 6 Each
98 97 Steel circular hollow pole of standard specification for street lighting to mount light at 5 m hieght above deck level. M-170 Page no. 44 6 Each
99 98 Supplying, installing, testing and comissioning of followiing rating LEDpost top lamp made in die cast aluminium housing with decorative clear/opel acrylic diffuser on existing pipi/pole including connection with 105 SQMm copper conductor etc all complete as required.\n40/45W LED post top lamp opel. 9.6 6 Each
100 99 Bulkhead fitting with 9/10w CFL/LED M-869 Page no 50 3 Each
101 100 Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C' catagory, miniature circuit breaker (10 KA) of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.\nsingle pole(6 to 32A) 2.12 275 Nos.
102 101 6/32A SPN .2.12.3 21 Nos.
103 102 supplying and fixing of following way, three pole and neutral, sheet steel, MCB distribution board, 415 volts,on surface /recess, complete with tinned copper bushbar, neutral link, earth bar, din bar, detachable gland plate, interconnections, including painting, earthing etc. as required. \n12 way Double door (SPN) 2.8.9 8 Nos.
104 103 8 way Double door (SPN) 2.8.8 7 Nos.
105 104 4 way Double door (SPN) 2.8.7 6 Nos.
106 105 Supplying and fixing of following sizes of PVC conduit along with the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required .\n 20 mm PVC coduit. 1.21.1 150 M
107 106 25 mm PVC coduit. 1.21.2 600 M
108 107 Supplying and drawing following sizes of PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit / PVC casing capping / as required.\n2x1.5 sq mm 1.15 1500 M
109 108 Wiring for light point/fan point/exhaust fan/call bell point with 1.5 sqmm PVC insulated copper conductor cable in surface / recessed PVC conduit with moduler type switch,moduler plate,suitable size GI box etc. as required . 1.3 3 24 Nos.
110 109 Wiring for circuit /submain wiring along with earth wire with the following size of PVC insulated, copper conductor single core cable in surface / recessed PVC conduit as required:\n2x2.5 SQMm.+1x 2.5 sq mm 1.7 150 M
111 110 2x2.5 SQMm.+1x 2.5 sq mm 1.7.2 60 M
112 111 Supplying and fixing suitable size GI box with moduler plate cover in the front on surface or in recess including providing and fixing 6 pin 15/16 amps socket outlet and 15/16 amps. moduler type switch, connections painting etc. as required. 1.32 6 Nos.
113 112 Supplying and fixing following moduler switch / socket on the existing moduler plate & switch box including connection but excluding moduler plate etc. as reqd.\n5/6 amps one way switch 1.24.1 6 Nos.
114 113 5/6 amps 3 pin socket outlet 1.24.4 6 Nos.
115 114 Supplying and fixing of 80mm dia earthing electrode x 3mtr length and backfill compound chemical 4 bag (per bag 25Kg) M 871 18 Set
116 115 Supply and Laying 8SWG copper wire at 0.50 m below ground level for coductor earth electrode,including soldering etc as required. 3.7 190 set
117 116 Laying of PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade. \nLaying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm Direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 5.1 2430 M
118 117 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 35 sq mm Direct in ground in the same trench in one tier horozontal formation including excavation and refilling the trench etc. as required.but excluding sand cushioning and protective covering, 5.21 3000 M
119 118 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size not exceeding 95 sq mm but not exceeding 185 sq mm Direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. 5.3 200 M
120 119 PVC / XLPE insulated PVC sheathed , heavy duty ,armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts (Conforms to IS:1554,part I)\n25 sq mm x 3.5core M-326 200 M
121 120 10 sq mm x 2 core M-737 3200 M
122 121 10 sq mm x 4core M-739 650 M
123 122 16 sq mm x 4core M-740 1500 M
124 123 150 sq mm x 3.5core M-332 200 M
125 124 Supplying, installing, testing and comissioning of following rating surfface mounted LED tube light fitting suitabe for 230v 50Hz single phase supply etc complete as required\n20/22w LED tube light 9.5 302 Each
126 125 Providing & fixing of LED street light 120w complete set M-843 50 Nos.
127 126 9 mtr height octagonal hot dip galvanized pole (BOP-9031) with top dia 70 mm, bottom dia 130 mm & made of 3mm thick sheet base plate dimension 200x200x16mm (LXBXT) including suitable sizes of foundation bolt all complete as reqd.with 1.5m double arm suitable for 70mm top. M-743+ M-760 15 Nos.
128 127 Installation,testing and commissioning of the 9mtr octagonal pole and light fitting with the help of suitable tools and plants ,wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtr sq. M-876 15 Nos.
129 128 7 mtr height octagonal hot dip galvanized pole (BOP-7030) with top dia 70 mm, bottom dia 130 mm & made of 3mm thick sheet base plate dimension 200x200x16mm (LXBXT) including suitable sizes of foundation bolt all complete as reqd.with 1.5m double arm suitable for 70mm top. M-742+ M-760 10 Nos.
130 129 Installation,testing and commissioning of the7mtr octagonal pole and light fitting with the help of suitable tools and plants ,wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtr sq. M-875 10 Nos.
131 130 Supply of 12 mtr high mast in one section construction S355 grade as per BS-EN 10025 top dia 100 mm bottom dia 360 mm plate thickness 3mm ,12side polygon , galvanisation as per BS-EN ISO1461,base plate dia 520mm ,base plate thickness 25mm GI single spike lighting protection ,maximum wind speed 47m/s as per IS875(part-III)with 6 nos foundation bolts of PCD445mm TS600/24mm dia /850mm long luminairies carriage.material for 40 NB FRW class B MS pipe dia of carriage ring 450mm (ID)with 8mm .welded 2section having carrying capacity upto 8 luminaries trailing cable 5 core 2.5 sq mm PVC flaxable copper conductor winch/power tool double drum SWI350 kg witg 0.75hp 6 pole single speed integral motor rope grade AISI 304, 7/19 construction dia 5mm BLC1450 x 2 having 2 no of continues rope.Aviation obstruction light twin dome aviation obstruction light LED type as required.Feeder pillar control panel housing 32A TPN MCB incommer ,single dial timer ,25A contractor circuit for the automatic control of luminaries outgoing terminal and control circuit for power tool and remote control. M-878 2 Nos.
132 131 For 12mtr high mast ITC of the high mast and light fixture with the help of suitable tools and plants,wiring of luminaries with all wiring material like PVC insulated PVC sheathed flaxable cable of suitable copper conductor lugs,MCB and all labour & construction of shallow foundation with M25grade concrete for the high mast considering safe soil bearing capacity of 10T/mtr sq for 12m high mast. M-881 2 Nos.
133 132 Supplying, installing, testing and comissioning of followiing rating approved make LED bollard fitting with cylin diffuser ,IP:65/54 protection conforming to IS:10322 part 5 etc all complete as required.(excluding plinth charge) 9 9 25 Each
134 133 Supplying and fixing LED flood light50/60w M-846 10 Nos.
135 134 Supplying and fixing Aesthetically designed decorative hot dipped galvanised mild steel step pole with grey powder finish compatible for all post top range.(3 / 3.5 mtr hight) make- JAQUAR -Morphis Product code 177.300NHG E27/24W LED /EQV LED light complete set. MR. 70 Nos.
136 135 Supplying and fixing SPIKE LED light (make-JAQUAR-ILLUMINE- CAT noLSPK05R112XW /EQV )Die cast alluminium body frosted PC diffuser IP54 complete set. M R 30 Nos.
137 136 Erection of metallic pole of following lenght in cement concrete 1:3:6 (1 cement : coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc. as required.\nAbove 4.5 metre and upto 6.5 metre 8.2 1012 Each
138 137 FEDDER PILLAR: (EXTERNAL LIGHTING & kiosk DB's) : INCOMING: \n1 No. of 100 Amp TPN MCCB FP\nBUS BARS One set of 100 Amp , 415V, 3 phase, 50 Hz TPN Copper bus bars with volt meter,indicator lamp etc as required.\nOUTGOING a) 2 Nos. of 32 Amp TPN MCB-10KA\n100A MCCB FP 2 4.2 2 Each
139 138 32 Amp TPN MCB-10KA 2 12.8 4 Each
140 139 6/32 AmpSPN MCB 2.12 3 32 Each
141 140 Digital Timer and controller and 60A 4 Pole DSR-18/15 4.3 2 Each
142 141 3 output (1output per phase) and suitable for three phase supply\nLED INDICATOR LAMP R/Y/B/G M1455 6 Each
143 142 DIGITAL VOLT METER 500V(3phase class 0.5) M -873A 2 Each
144 143 DIGITAL A METER 500V(3phase class 0.5) M- 873B 2 Each
145 144 3way 4pole selector switch M-1 464 2 Each
146 145 CT coil of CT tatio 100/5 IS 2705 part 3 M-144 9 6 each
147 146 20MM*3MM(0.533 KG/MTR)copper tap M 698 3 KG
148 147 16 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M -450 16 M
149 148 6 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-.448 200 M
150 149 1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable .M- 445 60 M
151 150 Floor mounted outdoor type feeder pillar cubical type suitable for panel mounted SFU/MCCB and complete with bus-bar chamber, insulator, nut-bolt with MS 40 X 40 X 5 mm angle stand and complete with powder painting etc as required. But excluding the cost SOR-18 (Bihar ) 2332 30 SQF
152 151 FEDDER PILLAR: (EXTERNAL LIGHTING) : INCOMING: \n100A MCCB FP 2.4.2. 3 Each
153 152 32 Amp TPN MCB-10KA 2 12 8 6 Each
154 153 6/32 AmpSPN MCB 2. 12.3. 18 Each
155 154 Digital Timer and controller and 60A 4 Pole DSR-18-15.4.3 3 Each
156 155 3 output (1output per phase) and suitable for three phase supply\nLED INDICATOR LAMP R/Y/B/G M-14 55 9 Each
157 156 DIGITAL VOLT METER 500V(3phase class 0.5) M-873 A 3 Each
158 157 DIGITAL A METER 500V(3phase class 0.5) M-873 B 3 Each
159 158 3way 4pole selector switch M-146 4 3 Each
160 159 CT coil of CT tatio 100/5 IS 2705 part 3 M-1 449 9 each
161 160 20MM*3MM(0.533 KG/MTR)copper tap M-69 8 4.5 KG
162 161 16 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M- 450 18 M
163 162 6 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M 44 8 120 M
164 163 1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M - 4 45 90 M
165 164 Floor mounted outdoor type feeder panel board, fabricated with 14 guage iron sheet suitable for panel mounted SFU/MCCB and complete with bus-bar chamber, insulator, nut-bolt with MS 40 X40 X 5 mm angle stand and complete with powder painting etc as required. (But without busbar copper). SOR-18 (B ihar) 2332 27 SQF
166 165 Design manufacture, supply installation, testing and commissioning of 16 SWG sheet steel fabricated cubical type floor mounting front operated construction, enclosure class - IP 52, finishing with 7 tank process and powder coating of the entire panel including covers in required shade complete with top / bottom ( as called for ) removable gland plates, cable alleys, double compression doors to achieve dust and vermin proof complete with all inter connections small wiring by copper wires, ckt labels etc. The Copper Bus Bar shall be of suitable size for 500 volts, 3 phase 50 Hz TPN, electrolytic copper as per Is 8623 insulated by heat shrinkable sleaves with surround joints. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, selector switches, CT's, PT's, etc. The panels shall be got fabricated only from panel builders having 7 tank process finishing system and CPRI approved certificate for similar LT Panel.\nLT PANEL (NORMAL SUPPLY) :25 KA) -INCOMING (1- sets ) each with following: INCOMING: 1 No. of 250 Amp MCCB FP\nBUS BARS\nOne set of 300 Amp , 415V, 3 phase, 50 Hz TPN Copper bus bars. with volt meter,indicator lamp etc as required.\nOUTGOING\n63/100A MCCB FP -6 no\n 32 Amp TPN MCB- -04 no\n250A MCCB FP s.o.r. -21 1 Each
167 166 63/100A MCCB FP .2.4.2 6 Each
168 167 32 Amp TPN MCB-10KA 2.1 2.8 4 Each
169 168 6/32 AmpSPN MCB 2 12.3. 6 Each
170 169 32MM*6MM(1.705/ KG/MTR)copper tap M- 6 98 3.41 KG
171 170 LED INDICATOR LAMP R/Y/B/G M-1 455 3 Each
172 171 DIGITAL VOLT METER 500V(3phase class 0.5) M-87 3A 1 Each
173 172 DIGITAL A METER 500V(3phase class 0.5) M-8 73B 1 Each
174 173 3way 4pole selector switch M-14 64 2 Each
175 174 CT coil of CT tatio 300/5 IS 2705 part 3 M-1 4 49 3 each
176 175 16 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-45 0 50 M
177 176 6 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-4 48 75 M
178 177 1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M- 445 60 M
179 178 Supplying and fixing wall floor mounted cubical panel board , fabricated with 14 gauge iron sheet suitable for panel mounted switch disconnector ,incliding busbar chamber,insulator and painting etc.as required .(but without busbar copper strip) S.O.R -18 (Bihar) 8.10.2 30 SQF
180 179 Design manufacture, supply installation, testing and commissioning of 16 SWG sheet steel fabricated cubical type floor mounting front operated construction, enclosure class - IP 52, finishing with 7 tank process and powder coating of the entire panel including covers in required shade complete with top / bottom ( as called for ) removable gland plates, cable alleys, double compression doors to achieve dust and vermin proof complete with all inter connections small wiring by copper wires, ckt labels etc. The Copper Bus Bar shall be of suitable size for 500 volts, 3 phase 50 Hz TPN, electrolytic copper as per Is 8623 insulated by heat shrinkable sleaves with surround joints. The instrument chamber shall be separate and shall comprise of flush type ammeter, voltmeter, selector switches, CT's, PT's, etc. The panels shall be got fabricated only from panel builders having 7 tank process finishing system and CPRI approved certificate for similar LT Panel.\nLT PANEL (NORMAL SUPPLY) :25 KA) -INCOMING (1- sets ) each with following:\n1 No. of 100 Amp MCCB FP\nBUS BARS\nOne set of 100 Amp , 415V, 3 phase, 50 Hz TPN Copper bus bars.\nvolt meter,ampier meter with selector switch ,indicator lamp etc as required.\nOUTGOING\na) 3 Nos. of 40 Amp TPN MCB-10KA\nb) 10Nos. of 6/32 Amp SPN MCB-10KA\n100A MCCB FP .2.4.2. 1 Each
181 180 40 Amp TPN MCB-10KA 2.12.9 3 Each
182 181 6/32 AmpSPN MCB 2.12.3 10 Each
183 182 Digital Timer and controller and 60A 4 Pole DSR18/15.4.3 1 Each
184 183 3 output (1output per phase) and suitable for three phase supply\nLED INDICATOR LAMP R/Y/B/G M-1455 3 Each
185 184 DIGITAL VOLT METER 500V(3phase class 0.5) M-873A 1 Each
186 185 DIGITAL A METER 500V(3phase class 0.5) M-873B 1 Each
187 186 3way 4pole selector switch M-1464 2 Each
188 187 CT coil of CT tatio 100/5 IS 2705 part 3 M-1449 3 each
189 188 20MM*3MM(0.533 KG/MTR)copper tap M-698 2 KG
190 189 16 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-450 16 M
191 190 6 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-448 30 M
192 191 1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable M-445 60 M
193 192 Supplying and fixing wall floor mounted cubical panel board , fabricated with 16 gauge iron sheet suitable for panel mounted switch disconnector ,incliding busbar chamber,insulator and painting etc.as required .(but without busbar copper strip) SOR-18 (Bihar)-8.10.2 15 SQF
194 193 Dismantling pucca brick work including stacking serviceable materialsin countable stacks within 15m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 1. 5.10.1 514.75 CUM
195 194 Dismantling plain cement or lime comncrete work including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 2. 5.10.2 129.36 CUM
196 195 Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 3. 5.10.3 56.61 CUM
197 196 Taking down old door and window shutters including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 4. 5.10.10 337 EACH
198 197 Taking down choukhats in doors including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 5. 5.10.11 192 EACH
199 198 Taking down choukhats in window including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 6. 5.10.12 145 EACH
200 199 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: 7. D.S.R/ 15.17 23962.5 KG
201 200 Taking down C.A. or G.C.I. sheet in roofs with ridges including stacking serviceable materials in countable stacks within 15 m lead and disposal of unserviceable materials with all lead, all complete as per direction of E/I. 8. 5.10.15 1364.21 SQM
202 201 Providing and fixing 12mm thick cement fibre board sheet (Everest/ Equivalent) over M. S. framework (to be paid separately) including all accessories for fixing and all complete. (for payment area of roof to be measured) 2001.49 SQ. M
203 202 Providing and fixing 150mm dia. and overall length 950mm Cement concrete Bollard made with cement concrete of M30 grade by vibro compaction method and steel using 4 - tor 8mm vertcally with 4mm stirrups @ 150 c/c spacing, smooth finishes as per approved design and sample, fixed on ground with p.c.c. m15 300x300x250mm deep including cutting of existing p.c.c. floor with all complete. 200 EACH
204 203 Supplying and fitting of standared make starter pannel board with arrangement of all necessory protection ,including all taxes , royalty etc all complete job as per direction of E/I 2 No
205 204 Supplying and fitting of standared make starter pannel board with arrangement of all necessory protection ,including all taxes , royalty etc all complete job as per direction of E/I 3 No
206 205 Supplying and fixing 18W DC input recess light(Glowz IP68) as required and approved all complete job. 10 Each
207 206 Supplying and fixing top roof 18W running light fitting as required and approved all complete job. 2 Each
208 207 Supplying and fixing 18W spike light (water body) all complete job. 8 Each
209 208 Supplying and fixing 62W LED surface light (water body) all complete job. 14 Each
210 209 Supplying and fixing running light (led light, 3 to 6w as required and approved), Havells/ Bajaj Make. 2 Each
211 210 Supplying and fixing C/L board as per required size and material for waterfall, as per approved by E/I and all complete.. 1 Each
212 211 Providing, installing and fixing glow signboard of 14'x4'x4" size made with 4.0mm th HPL sheet and framing of 25mmX25mm m.s. box section and 24" to 30" ht. aluminium channel box letter (all numbers and size, decided by engineer incharge/ Architect) with LED light including required electrical fittings and power supply system with all complete job and 5 years warranty.. 13 Each
213 212 Providing, installing and fixing glow signboard of 20'x6'x6" size made with 4.0mm th HPL sheet and and framing of 35mmX35mm m.s. box section and 24" to 30" ht. aluminium channel box letter (all numbers and size, decided by engineer incharge/ Architect) with LED light including required electrical fittings and power supply system with all complete job and 5 years warranty.. 1 Each
214 213 Providing and fixing L-shape supporting with base (620mm), height (1000mm) and 6 nos. R.C. planks of 1500mm length, 100 mm width & 50mm thick all jointed with sealed bolts and made with RCC M30 and PU mould including all complete job. 50 Each
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