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Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . , RANCHI-Jharkhand

Urban Development Department-UDD has published Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . . Submission Date for this Tender is 06-04-2021. Civil Work Tenders in RANCHI Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

27544514
Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi .
Open Tender
Indian
Jharkhand
RANCHI
06-04-2021

Tender Details

Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi . Balance Work Redevelopment Of Bada Talab , Phase-I For Ranchi Municipal Corporation , Ranchi .

Key Value

Document Fees
INR 10000 /-
EMD
INR 490000.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Balance Work Redevelopment of “Bada Talab, Phase-I” for Ranchi Municipal Corporation, 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 1911.72 CUM
3 2 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. 5.1.2 386.51 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 1642.87 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 1143.2 CUM
6 5 Providing coarse clean local 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) 5.1.10 620.645 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 5.6.1 854.28 SQM
8 7 Providing P.C.C. M-15 with nominal mix of (1:2:4) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I. 5.3.2 287.18 CUM
9 8 Providing P.C.C. M-10 with nominal mix of (1:3:6) in Foundation with approved quality of stone metal grade III (50 to 25 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I. 5.3.3 33.61 CUM
10 9 Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials, royalty all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. 8.6.8 101.06 CUM
11 10 Providing R.C.C. M-20 with nominal mix of (1:1.5:3) in FOUNDATION and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer, placing in position vibrating striking curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. 5.3.5 .1 7.49 CUM
12 11 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in STIFFENNERS with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.3.12.1 2.9 CUM
13 12 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in COLUMN with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.3.14 2.98 CUM
14 13 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in BEAM with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.3.11 4.6 CUM
15 14 Providing R.C.C. M-20 with normal mix of 1:1.5:3 in ROOF SLAB with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I. 5.3.9 (i) 2.78 CUM
16 15 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.\n5.37.1 All works upto plinth level FOUNDATION 5.37 D.S.R. 341.48 CUM
17 16 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.\n5.37.2 All works above plinth level upto floor V level. COL. 5.37.2 .D.S.R. 73.76 CUM
18 17 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.\nAll works above plinth level upto floor V level for BEAM 5.37.2 D.S.R. 46.97 CUM
19 18 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.\nAll works above plinth level upto floor V level for SLAB 5.37.2. D.S.R. 88.55 CUM
20 19 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL BAND with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I. 5.3.7 .1 0.92 CUM
21 20 Providing R.C.C. M-20 with nominal mix of 1:1.5:3 in LINTEL with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening shuttering, mixing cement concrete in mixer, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I. 5.3.8 (i) 0.11 CUM
22 21 Providing 63 mm thick R.C.C. M-20 with nominal mix of 1:1.5:3 in CHAJJA with approved quality of stone chips 20 mm to 6 mm size graded 20 mm to 10 mm, 10 mm to 6 mm stone chips by volume(2:1) and clean coarse sand of F.M. 2.5 to 3 including making drip course mix in concrete in mixer, placing in position screening, vibrating, striking, and providing 6 mm cement plaster (1:4) in ceiling and sides of Chajja with making drip course curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of Engineer Incharge. 5.3.15 (I) 1.46 SQM
23 22 Centering and shuttering including struting, propping etc. and removal of form for -\nFoundation, footings, bases of columns etc. 5.9.1 1274.13 SQM
24 23 Columns 5.9.6 760.31 SQM
25 24 ROOF SLAB 5.9.3 796.95 SQM
26 25 Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.5 268.75 SQM
27 26 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)TOR 8 & 10 MMDIA. @ 45% of total steel qty. 5.5.4 + 5.5.5a 40.23 MT
28 27 TOR 12 -32 MM DIA. @ 55% of total steel qty. 5.5.5 (b) +(c)+ 5.5.6 49.17 MT
29 28 Providing rough dressed course stone masonary in C.M.(1:4) in Foundation and Plinth with hammer dressed stone of less than 0.03 cube meter in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20mm, depth curing taxes and royalty all complete as per building specification and direction of E/I 5.2.34 1326.96 SQM
30 29 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. 356.73 CUM
31 30 Providing 25 mm thick DAMP PROOF COURSE with cement concrete M-20 with nominal mix 1:1.5:3 with approved quality of stone ships of 20 mm to 6 mm (20mm to 10 mm : 10 mm to 6 mm stone chips 2:1) size graded and clean coarse sand of F.M. 2.5 to 3 including screening, mixing cement concrete in mixer with 5% Cico or any other approved water proofing compound and placing in position, striking, curing taxes and royalty and complete as per building specification and direction of E/I. 5.3.16.1 5.78 SQM
32 31 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 16.95 CUM
33 32 Providing 125 mm thick REINFORCED DESIGNATION 75 A BRICK WORK in C.M. (1:4) in SUPERSTRUCTURE with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15 mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as per building specification and direction of Engineer Incharge . 5.2.23 17.42 SQM
34 33 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. 6.15/ D.S.R. 17.42 SQM
35 34 Providing cement tuck pointing [1:3] on stone work with approved quality of sand of requisite F.M 2.5 FM-3 washed and screened including curing scaffolding wherever required and its removal, royalty and taxes etc. all complete job as per specification and direction of E/I 5.7.10 628.57 SQM
36 35 Providing 12 mm thick water proof CEMENT PLASTER (1:3) with clean coarse sand of F.M.1.5 with 5% cico or any other approved waterproofing compound 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. (Cost of waterproofing compound will be paid separately) 5.7.14 1989.29 SQM
37 36 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 59.95 SQM
38 37 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 23.41 SQM
39 38 Providing 12 mm thick water proof CEMENT PLASTER (1:6)on outside wall with clean coarse sand of F.M.1.5 and waterproofing compound (as per specified and approved) 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. (Cost of waterproofing compound will be paid separately) 5.7.3 1096.37 SQM
40 39 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. (where material is no 5.5.13 1 EACH
41 40 Supplying, fitting & fixing 250 x 20 x 6 mm L-type M.S. clamp properly fishtailed including making holes and setting the same in 375 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. 6 EACH
42 41 FLOORING WORKS\nProviding and laying DOUBLE CHARGE VITRIFIED FLOOR TILES in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08% and confirming to IS : 15622/ ISO 13006, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.30 kg per sqm including grouting the joints with white cement and matching pigments etc. complete. 5.6.28 168.53 SQM
43 42 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.\nRed sand stone 11.30/ D.S.R. 3293.2 SQM
44 43 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 8.2/ D.S.R. 198.71 SQM
45 44 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. SIZE - 600X600 5.6.19 IV 227.22 SQM
46 45 Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab 11.31/ D.S.R. 588.41 M
47 46 Providing and laying 60 MM th. factory made cement concrete interlocking paver block of M-35 grade made by block making machine with strong vibratory compaction and of approved size and design/ shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand etc. all complete as per the direction of E/I. 16.68/ D.S.R. 758.74 SQM
48 47 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 5.76 CUM
49 48 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 10.25.2 57009.7 KG
50 49 DOORS & WINDOWS WORKS\nsupplying , fitting and fixing good quality well dressed and well seasoned sal wood work in chaukhat in doors window ,sky light ,fanlight and celevitial window opening including wedge over clmps all including application of two coats of wood preservative of approved quality on the surface , building walls and lintel all complete as per building specification and direction of El. 5.4.1 0.04 CUM
51 50 Supplying, fitting & fixing 35 mm th. Solid core type non-decorative single leaf FLUSH DOOR SHUTTERS in doors with block board core blended with high quality phenol formal dehydes synthetic resinboth side commercial veneered of standard make with oxidised iron fittings such as hinges, tower bolts , handle,cleats aldrop, door stopper & sand blocks & taxes all complete as per detail drawing building specification & direction of the E/I. 5.4.38 2.22 SQM
52 51 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./ DS.R. 84 KG
53 52 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): 21.3.1/ D.S.R. 9.88 SQM
54 53 Providing and fixing wooden moulded beading to door frames with iron screws, plugs and priming coat on unexposed surface etc. complete. 50X20 MM 9.40.1.2/ D.S.R 5.26 RM
55 54 Extra for providing lipping with 2nd class teak wood battens 25mm minimum depth on all edges of shutters (over all area of door shutter to be measured). 9.23/ D.S.R. 2.22 SQM
56 55 Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I. 5.5.12 224 KG
57 56 WATER PROOFING TREATMENT\nProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roof terraces etc. consisting of following operations.\nApplying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water proofing compound conforming to IS : 2645 over the RCC slab including cleaning the surface before treatment.\nLaying cement concrete using broken bricks/brick bats 25 mm to 100 mm size with 50% of cement mortar of mix 1:5 ( 1 cement : 5 coarse sand ) admixed with proprietary water proofing compund conforming to IS :2645 over 20 mm thick layer of cement mortar 1:5 (1 cement : 5 coarse sand ) admixed with proprietary water proofing compund conforming to IS :2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs\nAfter two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS: 2645.\nFinishing the surface with 20 mm thick jointless cement mortar of mix 1:4 ( 1 cement : 4 coarse sand ) admixed with proprietary water proofing compund conforming to IS : 2645 and finally finishing the surface with trowel with neat cement slurry and making of 300X300 mm square.\nThe whole terrace so finished shall be flooded with water for minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the E/I.\nWith average thickness of 120 mm and minimum thickness at khurra as 65 mm. (WORKS TO BE DONE BY REGISTERED APPLICATOR OF PIDILITE/ SIKA/ ROFF WITH 10 YRS. GUARANTEE.) 22.7.1/ D.S.R. 17.28 SQM
58 57 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. 83.36 SQM
59 58 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 83.36 SQM
60 59 Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives "Snowcryl - XT" of M/S Snowcem India Ltd, or equivalent of required shade.\nNew work (Two or more coats applied @1.43 ltr / 10sqm. Over and including base coat of water proofing cement paint Snowcem Plus or equivalent applied @ 2.20 kg./10 SQM ) 13.47.1/ D.S.R 3092.17 SQM
61 60 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 2277.8 SQM
62 61 Finishing walls with textured exterior paint of required shade :\n13.45.1 New 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 155.94 SQM
63 62 Providing two coats of SYNTHETIC ENAMEL PAINT (VOC Quality) of approved shade and make over new WOODEN surface including cleaning the surface after removing dirt, scales, grease and sand papering, including cost of scaffolding etc. all complete as per building specification dirction of E/I. 5.8.32 5.33 SQM
64 63 Providing Primer one coat of read lead paint of approved make over new STEEL SURFACE preparing the surface after cleaning, removing rust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. 5.8.42 764.42 SQM
65 64 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 1644.28 SQM
66 65 Providing & fixing on wall face unplasticised - Rigid P.V.C. rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion . Single socket ed pipes. 75 mm dia for weep hole.\n75 MM DIAMETER 12.41.1 685.42 M
67 66 110 MM DIAMETER 12.41.2 3.5 M
68 67 SHOE - 110MM 12.42.6.2/ D.S.R. 3.5 EACH
69 68 BEND\n75 MM BEND 12.42.5.1 514 EACH
70 69 110 MM BEND 12.42.5.2 7 EACH
71 70 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.\n110 MM BEND 12.43.2/ D.S.R. 3 EACH
72 71 LOCAL SAND , LEAD - 13 KM. A) 620.645 CUM
73 72 COARSE SAND , LEAD - 49 KM. B) 890.1 CUM
74 73 STONE CHIPS , LEAD - 22 KM. C) 277.1 CUM
75 74 BRICKS , LEAD- = 8 KM. D) 180.51 CUM
76 75 BOULDER , LEAD- = 36 KM. E) 1427.37 CUM
77 76 SUPPLY OF EARTH , LEAD- = 8 KM. F) 1143.2 CUM
78 77 DISPOSEL OF MUD SOIL, LEAD - 15 KM. G) 1272.55 CUM
79 78 LANDSCAPING WORKS\nSupplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 2.2/ D.S.R. 2048.89 CUM
80 79 Supplying and stacking at site dump manure from local or other approved source including royalty and cariage up to 1 km. (Manure measured in stacks will be reduced 8% for payment). Screened through sieve of I.S. designation 4.75 mm. 2.4.3/ D.S.R. 204.89 CUM
81 80 Rough dressing the trenched ground including breaking clods. 2.5/ D.S.R. 3736.57 SQM
82 81 Fine dressing the ground 2.7/ D.S.R. 3736.57 SQM
83 82 Spreading of sludge, dump manure or / and good earth in required thivkness(Cost of sludge, dump manure or / and earth to be paid seperately). 2.8/ D.S.R. 2481.43 CUM
84 83 Mixing earth and sludge or manure in proportion specified or directed. 2.9/ D.S.R. 2481.43 CUM
85 84 Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).\nWith grass Turf 2.10.2 3736.57 SQM
86 85 Supplying & Stacking of Selection No.1/doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. 2.35/ D.S.R. 3736.57 SQM
87 86 Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. 7.5/ D.S.R. 5 EACH
88 87 Providing and stacking of Bauhinia blakeana (Kachnar) of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.7/ D.S.R. 5 EACH
89 88 Providing and stacking of Cassia javanica of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.18/. D.S.R. 5 EACH
90 89 Supply and stacking of Bottle palm/ Singapur exora red, yellow, & pink plant of ht. 210-240 cm bottom girth 30-35 cm well developed in big HDPE bags as per direction of the officer-in-charge. 7.11/ D.S.R. 4 EACH
91 90 Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.v 7.24/ D.S.R. 5 EACH
92 91 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.16/ D.S.R. 5 EACH
93 92 Providing and stacking of Hibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. 8.37/ D.S.R. 6 EACH
94 93 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.13/ D.S.R. 5 EACH
95 94 Providing and stacking of Foxtail Blue palm/ Fan palm of ht. 180-210 cm bottom girth 2530 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 7.43/ D.S.R. 5 EACH
96 95 Providing and stacking of Cassia / Legestromia of height 120-150 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.18/ D.S.R. 7 EACH
97 96 Providing and stacking of Plumeria acutifolia of height 150-165 cm. with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge. 7.68/ D.S.R. 5 EACH
98 97 Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-incharge.. 6.12/ D.S.R. 1250 EACH
99 98 Providing and Displaying Fishtail palm well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen plant in 35 cm Cement Pot as per direction of the officer-in-charge. 5.29/ D.S.R. 7 EACH
100 99 Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. 5.30/ D.S.R. 5 EACH
101 100 Providing and Displaying Zamia palm well developed with fresh & healthy leaves 90 cm ht in 35 cm cement pot as per direction of the officer-in-charge. 5.34/ D.S.R. 5 EACH
102 101 Providing and Displaying Latania Rubra Palm well developed with fresh & healthy foliage 150 to 180 cm ht. with 6 to 7 leaves in big 35 cm Cement Pot as per direction of the officer-incharge. 5.35/ D.S.R. 5 EACH
103 102 Providing and Displaying Mascarena palm well developed with fresh & healthy foliage leaves 150 to 180 cm ht in 35 cm Cement Pot as per direction of the officer-in-charge. 5.36/ D.S.R. 5 EACH
104 103 Providing and Displaying Phoenix roebelenii palm well developed having 20 to 25 fresh & healthy leaves 90 to 105 cm ht. in 30 cm Cement Pot as per direction of the officer-in-charge. 5.37/ D.S.R. 5 EACH
105 104 Providing and Displaying Ficus resnold piller type Topairy well developed with fresh & healthy 210 to 240 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 5.26/ D.S.R. 7 EACH
106 105 Providing and Displaying Golden Bottle brush Topairy well developed with fresh & healthy foliage 5 to 6 big ball 115 to 180 cm ht in 40 cm Cement Pot as per direction of the officer-incharge. 5.33/ D.S.R. 5 EACH
107 106 Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. 5.19/ D.S.R. 5 EACH
108 107 Providing and Displaying Ficus black vivion piller topiary (sylinder type) well developed with fresh & healthy 180 to 210 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 5.20/ D.S.R. 5 EACH
109 108 Providing and Displaying Ficus Long Island topiary well developed with fresh & healthy 5 to 6 ball specific size and shape 120 to 150 cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 5.21/ D.S.R. 5 EACH
110 109 Providing and Displaying Ficus Nuda topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 5.22/ D.S.R. 5 EACH
111 110 Providing and Displaying Ficus Retusa topiary well developed with fresh & healthy 5 to 6 big ball specific size and shape 180 to 210cm ht in 40 cm Cement Pot as per direction of the officer-in-charge. 5.24/ D.S.R. 5 EACH
112 111 Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. 5.32/ D.S.R. 5 EACH
113 112 Providing and Displaying Topiary of Casuarina fresh & healthy having 5 to 6 specific shape and size ball well developed 195 to 210 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. 5.41/ D.S.R. 5 EACH
114 113 Providing and Displaying Travelers palm well developed with fresh & healthy leaves foliage 210 to 240 cm ht specimen in 40 cm Cement Pot as per direction of the officer-in-charge. 5.43/ D.S.R. 5 EACH
115 114 Providing and stacking of Michelia champa (Golden Champa) of height 90- 105 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. 7.55/ D.S.R. 5 EACH
116 115 Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge. 2.40.6 Open spaces (1Mali for 3.00Acre). 2.40/ D.S.R. 7473.15 SQM
117 116 Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge. 2.56/ D.S.R. 3736.57 SQM
118 117 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 7.13 12 EACH
119 118 Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Used for Garden Buque) 10.1/ D.S.R. 3875 KG
120 119 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes joining of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of E/I. (Approved Brand - ASTRAL)\n50 mm nominal outer dia Pipes 18.9.6 74 METER
121 120 75 mm nominal outer dia Pipes 18.9.8 123 METER
122 121 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end ) \n50MM nominal bore 18.17.4 15 EACH
123 122 80MM nominal bore 18.17.6 12 EACH
124 123 BOREWELL WITH SUBMERSSIBLE PUMP\n200/150 mm dia Deep borewell : Cost of drilling 200 mm X 165 mm X 125m deep brewell in all kinds of soil and rock in rural area for installation of pump set with Hydraulic DTH Rig machine, all complete including supplying all all materials, tools drilling rig, Air compressure and equipments, as well as fuel, lubricants and cost of transportation of Rig machine and other vehicle up to the site.\n(a) From 0.00 M to 50.00 M below G.L 116/ PHED Page 35 50 METRE
125 124 (b) From 51.00 M to 125.00 M below G.L 75 METRE
126 125 (c) From 125.00 M to 200.00 M 72 METRE
127 126 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.\n200mm Nominal size dia. 23.3.3. 50 METRE
128 127 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. 2 HOUR
129 128 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: 200 mm Dia. 23.13.3/ D.S.R. 1 EACH
130 129 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. 23.14.3/ D.S.R. 2 EACH
131 130 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 set 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 and nylon rope as required length shall be provided with each pump.\nSubmersible pump set 100mm dia (with polypropylene/ Noryl Impeller)\n2 HP PM 1-2-2/ DWS SOR 1 No
132 131 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 18.12.6/ D.S.R. 150 Mtr
133 132 ELECTRICAL WORKS\nWiring 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 25 NOS
134 133 Wiring for light/power plug with 2 x 1.5sqmm. PVC insulated, copper conductor single core cable in surface / recessed PVC conduit along with 1 no 1.5 mm PVC insulated copper wire for loop earthing as required. 1.7.1 100 Mtr
135 134 Wiring for light/power plug with 2 x 4 sqmm. PVC insulated, copper conductor single core cable in surface / recessed PVC conduit along with 1 no 4.0 mm PVC insulated copper wire for loop earthing as required. 1.5 100 Mtr
136 135 Wiring for submain wiring 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 60 Mtr
137 136 Supplying and fixing suitable size GI box with moduler plate cover in the front on surface or in recess including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps. moduler type switch, connections painting etc. as required. (For light plugs). 1.31 6 NOS
138 137 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. (For power plugs). 1.32 4 NOS
139 138 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) .2.12.1 8 NOS
140 139 6/32 amps.SPN 2.12.9 1 NOS
141 140 Suppling 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 switch 1.24.1 4 NOS
142 141 5/6 amps socket outlet 1.24.4 4 NOS
143 142 Suppling and fixing moduler stepped type electronic fan regulator of standard and approved make. 1.25 6 NOS
144 143 Suppling and fixing moduler type blanking plate. 1.26 4 NOS
145 144 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)\nSupply of incandescent wall/ceiling light fixtures with holders complete as per standard item with copper wiring as required for proper completion of the work. 1 NOS
146 145 Supply & installation of 28 W T5 Tube lights fittings complete set (Havells/ Philips). 2259 6 NOS
147 146 Providing and fixing of Surface/ Recess LED light (18/20w). (Havells/ Philips). 2204 6 NOS
148 147 Providing of Ceiling fans, 1200mm dia sweep. (Havells/ Crompton). 2101 6 NOS
149 148 Providing of Exhaust fans, 300 mm dia (Havells/ Crompton). 2104 1 NOS
150 149 Providing of bulkhead fitting with 9/10w LED bulb. (Havells/ Philips). 2263 3 NOS
151 150 Installation, testing and commissioning of prewired, fluorescent fittings, of all types (1 x 28 watt.) complete with all accessories and tubes etc. directly on ceiling / wall, including connections with 1.5 SQMm. PVC insulated, copper conductor, single core cable etc as required 1.41 6 Each
152 151 Installation, testing and commissioning of 1200 mm sweep ceiling fan and regulator including wiring the down rod of standard length (upto 30 cm.) with 1.5 SQMm. PVC insulated, copper conductor, single core cable etc. as required. 1.44 6 Each
153 152 Installation of exhaust fan upto 450 mm. sweep in the existing opening, including making the hole to suit the size of the above fan, making good the damage, connections, testing, commissioning etc. as required. 1.48 1 Each
154 153 Supplying and drawing following size of PVC insulated, copper conductor single core cable in the existing surface / recessed PVC conduit as required:\n3x1.5 SQMm. 1.15.3 450 Mtr
155 154 EARTHING \nEarthing with GI earth pipe 4.5 m long x 40 mm dia. including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc, (but without charcoal or coke and salt ) complete as required. 3.2 11 Set
156 155 Extra for using charcoal and salt for GI/Copper Plate earth electrode as required. 3.7 11 Set
157 156 Providing and fixing 6SWG GI wire at 0.50 m below ground level for coductor earth electrode,including soldering etc as required. 3.18 120 M
158 157 CABLE\nLaying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade. Direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.\nOf size not exceeding 25 SQMm. 5.1 1500 M
159 158 Supply of ISI marked (IS : 7098 Pt-I) aluminium conductor XLPE Insulated armoured, served, sheathed cable 1100 volts grade. (Skytone, Rallison, CCI, Gloster make)\n2C x6 sq mm (for shops) 1901 600 Mtr
160 159 4 Core 16 SQMm 1905 1000 Mtr
161 160 3.5 Core 25 SQMm 1906 500 Mtr
162 161 Providing and supplying in standard lengths polythene pipe confirming to IS:4984-14151/12786/13488, latest revision with necessary jointing materials, like - mechanical connector i.e thread/ insert joint/ quick joints excluding coupler/ special including transportation and freight chargrs, loading/ unloading charges, conveyance to site, stacking etc. all complete excluding GST.\nA HDPE Pipe of materials grade PE80-PN06 50MM Dia. - 109/ DW&SD, PAGE -23 1000 Mtr
163 162 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.\nFEDDER PILLAR: (EXTERNAL LIGHTING) /power control panel : INCOMING: \n1 No. of 100 Amp TPN MCCB with Digital Timer and controller and 60A 4 Pole Contactor including wiring etc.\nBUS BARS\nOne set of 100 Amp , 415V, 3 phase, 50 Hz TPN Copper bus bars.\na) SPN MCB-10KA\n100A MCCB FP 2 Each
164 163 6/32 Amp SPN MCB 2.12.3 12 Each
165 164 63Amp TPN MCB 2.12.10 4 Each
166 165 COPPER WIRE 1.5 SQMM 1101 60 RMT
167 166 COPPER WIRE 6 sq. MM 1104 100 RMT
168 167 Digital Timer and controller and 60A 4 Pole DSR-18/15.4.3 2 Each
169 168 3 output (1output per phase) and suitable for three phase supply\nCOPPER STRIP20MM*3MM(0.533 KG/MTR) DSR-18/2901 2 KG
170 169 Floor mounted outdoor type feeder pillar cubical type 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 strip) and complete with all accessories. (space for energy meter 3 p.) BSR-18/ 2332 24 SQF
171 170 Providing supplying and fixing of following items -\nPilot lamp for indicator of ISI make and standard brand. 2318 6 Each
172 171 DIGITAL VOLT METER 500V(3phase class 0.5) of ISI make and standard brand. 2313 2 Each
173 172 DIGITAL AMMETER 500V (3phase class 0.5) of ISI make and standard brand. 2314 2 Each
174 173 Selector switch of ISI make and standard brand. 2319 2 Each
175 174 C.T. coil of ISI make and standard brand. 2320 6 Each
176 175 Supply & fixing of PVC moulded Terminal box with 4way connector(terminal plate-RYB-N) ,Dinbar, for MCB, gland etc. to be use Land scape lighting post top & street light luminaire. 2321+15% 100 Each
177 176 Supplying and fixing 6amps rating, 240 volts, 'C' series, maniature circuit breaker of single poles in the existing terminal box complete with connections, testing and commissioning etc. as required . 2.12.1. 100 Each
178 177 Erection of metallic pole of following length 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. 8.7 60 Each
179 178 DEMOLISHING WORKS\nDismantling 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. 5.10.1 1280.76 CUM
180 179 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. 5.10.2 84.23 CUM
181 180 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. 5.10.3 427.26 CUM
182 181 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:\nChannels, angles, tees and flats 15.17.2 20330.6 KG
183 182 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. 5.10.10 306 EACH
184 183 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. 5.10.11 39 EACH
185 184 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. 5.10.12 66 EACH
186 185 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. 5.10.15 800.98 SQM
187 186 Dewatering of foundation in water logged area with Diesel pump per HP/ Hr. Approved Rate 2700 Hrs
188 187 Providing and fixing of best quality POP-up 1.5" dia. Nozzle Sprinkler of standard make in garden including all fittings, complete job. 57.5 EACH
189 188 Supplying, Installing, Testing and Commissioning of 5 HP Motor (Make - Krilosker/ Crompton) with Panel icluding all complete. 1 EACH
190 189 Providing Filter and byepass assembly for motor pump as per required. 1 EACH
191 190 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 1 No
192 191 Supplying ,fitting & fixing & connecting 3 core 4 sqmm flat copper submerssible cable of Finolex / Hevels make including all taxes ,royalty etc all complete job as per direction of E/I 150 Mtr
193 192 Supply of Aesthetically designed decorative hot dipped galvanised mild steel step pole 6 mtr with grey powder finish with double arm (to match with existing) complete for all post top range (Havells code 7308) 30 Each
194 193 Supply of Aesthetically designed decorative hot dipped galvanised mild steel step pole 3.5 mtr with grey powder finish.complete for all Havells post top range (code 7308) (to match with existing). 20 Each
195 194 Supply of New generation, post-top, energy saving, environmental friendly, long life aesthetically designed with symmetrical light distribution, spun aluminium landscape luminaire with high power LEDs as light source (RUBYPT35W LED757PSYMTOPC Havells) (to match with existing). 80 Each
196 195 SOLAR LED LIGHTNING IN CAMPUS\nProviding and fixing 12V, 45 WP with 12V - 40 AH battery (24 month warranty), 12 LED luminary (Avni make, 24 month warranty), 2.5 SQMm 2 core cablle for self mounted fixing 15'-0" ht. m.s. pole fixed on ground with concrete as per required including all hardware and accessories complete. 10 EACH
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