Tender For Repair And Renovation Of Rhr, Boys Hostel Of Outr., Bhubaneswar-Odisha

TDR : 54652102

Tender Notice
BOQ

Expired

Bhubaneswar , Odisha

Tender Brief : Tender For Repair And Renovation Of Rhr, Boys Hostel Of Outr.

Document Fees
₹ 10000 /-

EMD
₹ 400452.0 /-

Tender Value
₹ 4 Crore /-

Submission Date
30-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Clearing, Grubbing and removal including uprooting rank vegetation grass, bushes, shrubs, existing barb wire fence and conc pillar etc complete.
2	Dismantling brick or stone masonry in lime or cement mortar in all floors at all heights and stacking the useful materials for reuse and removing the debris away from the work site with all leads including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge.
3	GROUND FLOOR
4	FIRST FLOOR
5	SECOND FLOR
6	THIRD FLOOR
7	FOURTH FLOOR
8	Dismantling & removing doors, windows, & ventilator including removal of frame, hinges, fastening & stacking the same for reuse and rmoving the debris with in 50. m Lead etc complete.
9	GROUND FLOOR
10	FIRST FLOOR
11	SECOND FLOR
12	THIRD FLOOR
13	FOURTH FLOOR
14	Dismantling & removing MS doors, windows& stacking the same for reuse and rmoving the debris with in 50. m Lead etc complete.
15	GROUND FLOOR
16	THIRD FLOOR
17	FOURTH FLOOR
18	Dismanteling & removing cement concrete including stacking the useful materials for reuse and removing the debris with in 50. m Lead. (per 1 Cum.)
19	GROUND FLOOR
20	FIRST FLOOR
21	SECOND FLOR
22	THIRD FLOOR
23	Dismanteling & removing RCC chajja, shelves, fins and parapets including stacking the useful materials for reuse and removing the debris with in 50. m Lead. (per 1 Sqm.) (Data for 9.30 Sqm.)
24	GROUND FLOOR
25	FIRST FLOOR
26	SECOND FLOR
27	THIRD FLOOR
28	Dismanteling & removing RCC columns, beams, slab, staircase landing, lintels including stacking the useful materials for reuse and removing the debris with in 50. m Lead. (per 1 Cum.)
29	FOURTH FLOOR
30	Dismanteling & removing old tile flooring including removing the base course and stacking the useful materials for reuse and removing the debris with in 50. m Lead. (per 1 Sqm.) (Data for 9.30 Sqm.)
31	GROUND FLOOR
32	FIRST FLOOR
33	SECOND FLOR
34	THIRD FLOOR
35	Dismanteling & removing old tile cladding from walls including raking out joints 12 mm deep stacking the useful materials for reuse and removing the debris with in 50. m Lead. (per 1 Sqm.) (Data for 9.30 Sqm.)
36	GROUND FLOOR
37	FIRST FLOOR
38	SECOND FLOR
39	THIRD FLOOR
40	FOURTH FLOOR
41	Removing old grading plaster from roof slab cleaning the surface lowering & removing debris with in 50. m Lead. (per 1 Sqm.) (Data for 9.3 sqm.)
42	GROUND FLOOR
43	THIRD FLOOR
44	Removing old lime or cement plaster from walls including raking out joints 12 mm deep & removing the debris with in 50. m Lead.
45	INSIDE
46	GROUND FLOOR
47	FIRST FLOOR
48	SECOND FLOR
49	THIRD FLOOR
50	FOURTH FLOOR
51	OUTSIDE
52	GROUND FLOOR
53	FIRST FLOOR
54	SECOND FLOR
55	THIRD FLOOR
56	FOURTH FLOOR
57	Scraping old paint with scrapers, sand papering and washing with soap water or soda including scaffolding charges up to 5m height.(Wall)
58	Under 5m Height
59	Above 5m Height
60	Scraping old paint with scrapers, sand papering and washing with soap water or soda including scaffolding charges up to 5m height.(MS Grill)
61	Under 5m Height
62	Earth work in all kinds of soil within 50m initial lead & 1.5m initial lift including rough dressing of sides and leveling the bed up to the required depth and disposing the excavated materials away from the work site with all leads and lifts, including shoring, shuttering with cost of all labour, hire & running charges of water pumps, sundries & T & P etc. required for the work complete as directed by the Engineer in charge.
63	Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.
64	Construction of granular sub-base by providing Close graded Granular subbase Grading-VI material as per table 400-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for Road & Bridge works (4th Revision)including cost of all labour,T&P required for the work etc complete
65	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision). including cost of all labour,T&P required for the work etc complete
66	Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
67	Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.
68	Cement concrete of prop.(1:2:4) using 12mm to 20mm size black hard (crusher broken) granite chips (20mm size not to exceed 25%) of approved quality from approved quarry including laying & compacting concrete, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete in all respect as directed by the Engineer in charge.
69	Fly Ash brick masonry in C.M.(1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in foundation, plinth and basement and for ornamental flower beds, plinth moulding and similar such type of works with all necessary projections, cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge.
70	Fly Ash brick masonry in C.M. (1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in superstructure including splays cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge.
71	GROUND FLOOR
72	FIRST FLOOR
73	SECOND FLOR
74	THIRD FLOOR
75	FOURTH FLOOR
76	Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge.
77	GROUND FLOOR
78	Chajja
79	FIRST FLOOR
80	Chajja
81	SECOND FLOR
82	Chajja
83	THIRD FLOOR
84	Chajja
85	FOURTH FLOOR
86	Column & Beam
87	RCC Slab
88	Cutting, Straightening coiled or bent up M.S. rods or Tor steel (Fe-500) SAIL make welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost)
89	GROUND FLOOR
90	FIRST FLOOR
91	SECOND FLOR
92	THIRD FLOOR
93	FOURTH FLOOR
94	Supplying & fixing of Elastomeric Membrane of 200mm x 2mm size for expansion joint sealing feom approved manuefacturer, fixing with epxy adhesive of approved quality complete.(SOR-2022, P No.234,Sl No.25.17(11))
95	Providing and fixing aluminium fluted strips 3.15mm thick sheet covering over expansion joints with iron screws as per design.(CPWD DAR - 2023-vol 1 -page no.285, sl no.5.29.2.1)
96	16mm thick cement plaster in cement mortar (1:6) finishing smooth to smooth surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work.
97	GROUND FLOOR
98	FIRST FLOOR
99	SECOND FLOR
100	THIRD FLOOR
101	FOURTH FLOOR
102	6mm thick cement plaster in CM (1:4) over the RCC surface including cost of all materials labour,T&P required for the work etc completes per direction of Engineer-in-charge .
103	INSIDE
104	GROUND FLOOR
105	FIRST FLOOR
106	SECOND FLOR
107	THIRD FLOOR
108	FOURTH FLOOR
109	OUTSIDE
110	GROUND FLOOR
111	FIRST FLOOR
112	SECOND FLOR
113	THIRD FLOOR
114	FOURTH FLOOR
115	Providing 12mm thick cement plaster in proportion of (1:4) mixing with Sika latex waterproofing over well prepared surface by providing including cost of all materials, labour, T&P etc. complete as per direction of Engineer-in-charge.
116	INSIDE
117	GROUND FLOOR
118	FIRST FLOOR
119	SECOND FLOR
120	THIRD FLOOR
121	OUTSIDE
122	GROUND FLOOR
123	FIRST FLOOR
124	SECOND FLOR
125	THIRD FLOOR
126	FOURTH FLOOR
127	12mm thick cement plaster in cement mortar (1:4) with neat cement punning finished smooth to brick walls in dados & skirting after raking out the joints including watering and curing complete with cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge.
128	Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter.ThE scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works.
129	Providing and fixing of Anchor bolt to the door frame including all required accessories of approved quality as per shop drawing including cost of all material,labour,T&P,etc. Including GST complete as per direction of engineer in charge .
130	Providng, fitting, fixing of 40 mm x 6mm thick teak wood lipping at 3 sides of door frame including all cost,conveyance, taxes,sundries,T&P and all labour etc, complete as per direction of Engineer in Charge.
131	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk ) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.
132	GROUND FLOOR
133	FIRST FLOOR
134	SECOND FLOR
135	THIRD FLOOR
136	Supplying, fitting and fixing of 32mm thick flush door shutter with approved quality of 30mm thick BWR block board pasted with 1mm thick sunmica on both side of approved design and quality including cost of all door fittings and fixtures etc complete.SOR/P. NO.234,SL NO-25.17(9)
137	Supplying, fitting and fixing of openable UPVC doors with door frame of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixture.(SOR - 2022,P No.235,Sl No.25.17(13))
138	Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm) of make FENESTA/NCL VEKA LTD.(CPWD DAR-page no.517, sl no.9.147D.2)
139	Sliding Window of Alluminium sec 9778 as window frame,sec no 4095,4096,and 9777,3994 as shutter frame excluding cost of glass as panel5.5mm thick hexagoanal aluminum jally
140	Providing and fixing factory made uPVC white colour fixed glazed windows/ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile),, uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Fixed window / ventilator made of (small series) frame 47 * 50 mm & mullion 47 * 68 mm both having wall thickness of 1.9 plus/minus 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) (CPWD DAR-page no.513, sl no.9.147B)
141	Supplying, fitting and fixing in position M.S. grill of approved design in windows and ventilators made out of 35x35x6mm M.S. Angle & 20mm. x 6mm. size M.S. flat / 10mm thick square bar including cutting the same to proper sizes, welding, chamfering and one coat of priming with red oxide and fixing with screws as may be required including cost, conveyance taxes of all materials, cost of all labour, sundries and T&P etc. required for the work complete as directed by the Engineer-in-charge.
142	Providing and finishing to the wall surface with acrylic / cement based wall putty after scraping and cleaning the surface by mechanical means and preparing the surface smooth including cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete as directed by the Engineer in charge.
143	GROUND FLOOR
144	FIRST FLOOR
145	SECOND FLOR
146	THIRD FLOOR
147	FOURTH FLOOR
148	Painting two coat to interior wall surface with plastic emulsion paint of approved shade and quality over a coat of wall priming in all floors at all heights including preparing the surface with cost, conveyance and taxes of all materials and cost of all labour, scaffolding, sundries and T&P etc. required for the work complete as directed by the Engineer in charge
149	GROUND FLOOR
150	FIRST FLOOR
151	SECOND FLOR
152	THIRD FLOOR
153	FOURTH FLOOR
154	Painting two coats to walls with weather coat paint of approved shade and quality in all floors and all heights over a coat of primer including preparing the surface, watering and curing with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
155	GROUND FLOOR
156	FIRST FLOOR
157	SECOND FLOR
158	THIRD FLOOR
159	FOURTH FLOOR
160	Providing,painting two Coats of approved shade of PU enamel paint of BERGER make as approved by Consultant over one coat of primer on new iron work finished smooth including all cost,conveyance, taxes,sundries,T&P and all labour etc, complete as per direction of engineer in charge .
161	Fixing of Kota stone tiles of minium thickness 16mm thick of premium grade of size above 0.10 Sqm. in floors over 20mm thick bed of cement mortar 1:1 (1cement:1course sand)and filling the joint with white cement mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour, labour cess with T&P complete in all respects as per direction of Engineer-in- Charge.
162	GROUND FLOOR
163	Fixing of Kota Stone wall dados of minium thickness 16mm thick of premium grade of size above 0.10 Sqm. in floors over 20mm thick bed of cement mortar 1:1 (1cement:1course sand)and filling the joint with white cement mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour, labour cess with T&P complete in all respects as per direction of Engineer-in- Charge.
164	GROUND FLOOR
165	Fixing of Kota Stone walls/ dados of minium thickness 16mm thick of premium grade of size above 0.10 Sqm. in floors over 20mm thick bed of cement mortar 1:1 (1cement:1course sand)and filling the joint with white cement mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, royalties of all materials, labour, labour cess with T&P complete in all respects as per direction of Engineer-in- Charge. (Building Analysis/Floor,C -475)
166	GROUND FLOOR
167	FIRST FLOOR
168	SECOND FLOR
169	THIRD FLOOR
170	Supplying, fitting and fixing vitrified tile 60x60cm printed/coloured 8 to 10 mm thick in floors of approved make confirming to IS : 13755 laid on 20mm thick C.M (1:4) & spacer of 4 mm for grouting the joints of flooring tiles having joints of 4 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing including cost of all materials, takes labour T&P etc required for the work. per 1 sqm (Data for 10 sq.mt.)
171	GROUND FLOOR
172	FIRST FLOOR
173	SECOND FLOR
174	THIRD FLOOR
175	Supplying, fitting and fixing of vitrified tile 60x60cm printed/coloured dadoos of approved quality (conforming to IS 13755), shade and 400 x 400mm thick size fixed on 12mm thick bed of C.M (1:3), jointed with neat cement slurry mixed with pigment to match the shade of tiles including cleaning the floor surface smooth including cutting to proper size with cost, conveyance and taxes of all materials, labour, T&P. etc. required for the work complete as directed by the Engineer in charge.
176	GROUND FLOOR
177	FIRST FLOOR
178	SECOND FLOR
179	THIRD FLOOR
180	Supplying, fitting and fixing Granite slab in floors treads or steps and landing on 20 mm thick (Above 0.4 sqm) of approved size quality & thickness fixed on 25mm thick C.M (1:1), jointed with neat cement slurry mixed with pigment to match the shade of tiles including cleaning the floor surface smooth with cost, conveyance, royalty and taxes of all materials, cost of all labour, sundries & T&P. etc. required for the work complete as directed by the Engineer in charge. (Building Analysis/Floor,C -320)
181	Supplying, fitting and fixing Granite slab in dados skirting and risers of steps on 20 mm thick (Above 0.4 sqm) of approved size quality & thickness fixed on 12mm thick C.M (1:3), jointed with neat cement slurry mixed with pigment to match the shade of tiles including cleaning the floor surface smooth with cost, conveyance, royalty and taxes of all materials, cost of all labour, sundries & T&P. etc. required for the work complete as directed by the Engineer in charge. (Building Analysis/Floor,C -496)
182	Supplying, fitting and fixing vitrified industrial floor tile 30x30cm premium grade 8 to 10 mm thick in floors of approved make confirming to IS : 4457 laid on 20mm thick C.M (1:4) & spacer of 4 mm for grouting the joints of flooring tiles having joints of 4 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including filling / grouting and finishing including cost of all materials, takes labour T&P etc required for the work. per 1 sqm (Data for 10 sq.mt.)
183	GROUND FLOOR
184	Supplying and fixing of 80mm thick cement concrete interlocking paver block of M - 40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern etc. complete in all respect conforming to IRC SP - 63:2018.(SOR-2022, P No-233,SL No.25.17(2))
185	\\"supplying fitting & fixing of Precoated Galvanized iron Profile sheet semi gloss of 1000mm width & total coated thickness 0.50mm in roof drilling hole in wind ties including fixing of ridges valleys, wind ties etc. complete including cost of sheet & all fitting Rate approved by SE letter no2180 dt 01.12.2012\\"
186	Surface Preparation:Cleaning all concrete surfaces free of laitance, dust, dirt, cavities, projecting nibs etc.by grinder and wire brush. Grease should be cleaned using a chemical degreaser and washed with clean water and allowed to dry. Remove all protrusions from concrete surfaces using a fine hair broom finish. Remove moss and lichen manually and treat the surface with a fungicide. Wash the surface thoroughly with clean water and allow it to dry Standing water must be removed to prevent subsequent compromise of waterproof properties. Surface should be absolutely dry before application of Water proffing. The surface should be grinded to remove contaminants, laitance and weak concrete, so as to have a sound concrete surface with adequate profile, including cost of all material, Labour, T&P etc all complete as per direction of Engineer In Charge.
187	Non Structural CrackProviding and applying polymor modified cementesious motar after removing loose, disintegrated and porous concrete at cracks (Non Structural) and joints, grovee the crack in \\"V\\" shape. Drill injecting holes to a depth of 2-4 inches for fixing of SS nozzzles of 18 mm at every 6 inches in staggered manner in the slab. Pressure grouting shall be done with 40 psi pump using @ 225gms of Grouting Chemicals mixed to 50 kg bag of cement to the nozzles after grouting the nozzel has to be cut and filled with polymer modified motar, including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (Polymer modified cementatious mortar :- Fosroc -Renderoc SP40/Myk-ReArm repair Moratr / Sika- Sika Top-122 HS)
188	Bore Packing (4\\"-8\\")Providing necessary formwork for packing the bore using suitable arrangement (depending upon site conditions). Applying a coat of styrene-butadiene based polymer coating using Latex. Packing the gap using non-shrink cement polymer based grout up to the surface of the bore whilst the Latex is in tacky state seal the Bore with polyurethane Sealant, including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (Latex :- Fosroc -Nitobond SBR/ Myk - AquaArm latex 45/ Sika- Sika Latex power, Polymer based grout::- Fosroc- Renderoc RGL/ Myk-Laticrete 3DCP-M30/Sika- Sika ceram-500TG)
189	Cement Concrete coving :Providing Coving at all the junctions for a size of 50mm X 50mm with polymer modified mortar prepared by mixing 50 kg cement + 150kg Sand 41 itre of Latex + Water required for mortar consistency, including cost of all material, Labour, 18P etc all complete as per the direction of Engineer in charge. (Latex :- Fosroc - Nitobond SBR/ Myk-AquaArm latex 45/ Sika- Sika Latex power)
190	Polyurethene (PU) Coating of 1.5mm thick :Provindin & applying the surface with primer & Providing two coats of liquid applied, solvent-free elastomeric waterproofing membrane, shall be made of hydrocarbon free polyurethane with at least $5% solid content Nitoproof 600PF with necessary surface preparation, coving, primer etc. The waterproofing membrane shall be terminated on the top of parapet walls, including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (Primer:- Fosroc Nitoproof WB/Myk -FloArm primer PU/ Sika Sikalastic PU Primer, Polyurethene: Fosroc - Nitoproof 600 PF/Myk-AquaArm WPU 1K(E) / Sika- Sika guard 7600 VG)
191	Sealer Coat :Providing and applying pitch free PU based liquid applied single component elastomeric waterproofing membrane on top of PU foam @1.00 Kg/ Sqm, including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (PU based liquid elastomeric waterproofing membrane:- Fosroc - Nitoproof 600PF/ Myk - Laticrete 190 sealer/ Sika Sika Top- 107 seal IN)
192	Grading Concrete (1:1:2) mm thickProviding and applying protective Grading concrete of avg 50 mm thickness above Geo fabric membrane The concrete shall be admixed with intergal based water proofing and finishing surface suitably, curing, cleaning, testing etc. The concrete shall be cut with paneel the 2m x 2m up to depth 1/3 th of depth and the groove shall be filled with Polyurethene sealant including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (Admixture :- Fosroc - Nitoseal PU50/ Myk -AquaArm Proof WP 10/ Sika- Sikanoleek)
193	Plaster : Providing and applying average 12 mm thick single Coat cement sand plaster of mix ratio 1:4 (1 cement: 4 sand) including adding admixture @ 200 ml per bag of cement, finished smooth finish or as required to receive specified finish to correct line, plumb and level to the structure, including cost of all material, Labour, T&P etc all complete as per the direction of Engineer in charge. (Admixture :- Fosroc - Conplast WL Xtra/ Myk - AquaArm admix/ Sika- Sika Control AER-200 P)
194	Removal of Damaged Concrete: Removal of damaged concrete along with loose damaged and cracked concrete/cover concrete at all specified locations up to beyond the corroded steel reinforcements to a depth of 10 mm minimum behind the reinforcement by chipping/hacking with chisel and hammer or by mechanical means like chisel hammer, pneumatic chippers including high pressure water jetting to chipped concrete and reinforcement and removal and disposal of debris within owners premises including all plant and machineries. Hard concrete shall not be removed. However if the rebar is corroded, concrete around it shall be removed. Depth of chipping may very from 50 mm to 150 mm complete with labour, machinery, tools etc. all as directed by Engg.in charge. The edges of repair location shall be saw cut to a depth of at least 10 mm to avoid feather edging and provide a square edge. Removal of dust, loose particles, marine growth etc. from concrete surface manually by wire brush, mechanically or any other means to obtain a sound surface over areas other than above. Item rate is inclusive of materials alllabour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement.
195	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.(CPWD DAR - 2023-vol 2 -page no.212, sl no.26.29.1)
196	upto 12 mm diameter
197	above 12 mm diameter
198	Zinc rich Anti-corrosive Coating: Providing & applying inhibition coats/system to exposed reinforcement bars after drying & also new bars after cleaning & removing scales and rust completely as specified. Nitozinc Primer- Two component epoxy zincrich primer supplied in 1 and 5 Litre pack, two component system based on metallic zinc and epoxy resin which on mixing gives a grey coloured liquid. An Anti corrosive coat contents Active 'Zinc-rich' system which combats corrosion by electro chemical means. having specific gravity of 1.75, Adhesive bond strength > 1.5 N/mm2 Zinc content >84 % by weight, 40 microns DFT, Fully dry/ Recoatable - 45 minutes to 1 hour. Typical application includes surface preparations by cleaning steel surface to a bright condition paying particular attention to the back of exposed steel bars, mixed two components slow speed heavy duty drill fitted with a paddle, applying unbroken coat with suitable brush and allow to dry, after 30 mins apply second coat to ensure complete cover to exposed steel/ rebar etc complete. Total Dry film thickness is 40 microns. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement.
199	Epoxy Bond Coat:Providing and applying Epoxy bonding agent on the prepared surface to receive polymer modified mortar/polymer modified micro concrete, with two component epoxy based bonding coat Nitobond EP Std of Fosroc make or equivalent, having Compressive strength(BS 6319 Pt.2)- 40 Mpa at 7 days, Flexural strength strength(BS 6319 Pt.3)- 25 Mpa at 7 days, Tensile strength (BS 6319 Pt.7)- 15 Mpa at 7 days, Bond Strength (ASTM C881)- 11 Mpa at 7 days, having an over lay time of 3 Hrs at 35 °C. Laying of reinstatement polymer modified mortar or micro concrete shall be completed within the overlay time of bonding coat. The bond coat act as a bonding coat between old and new concrete. Item rate is inclusive of materials all labour, tools and tackles, Shuttering Supporting material and transportation etc.complete as per specification and as directed by Engg.-in-charge.
200	Polymer modified Mortar-Patch repair (Up to Grade M45):Providing and laying Renderoc SP 40 - shrinkage controlled polymer modified single component, alkaline resistant fibre reinforced, thixotropic, cementitious patch repair mortar supplied in 25 kg moisture resistant bag when mixed with clean water at w:p ratio 0.18, achieves compressive strength (BS 1881 Pt.116) -> 20 Mpa at 1 day & > 45 Mpa at 28 days, Tensile Strength(BS 6319 Pt.7) > 2.5 Mpa at 28 Days, Flexural Strength(BS 6319 Pt.3)>7 Mpa at 28 days, Drying shrinkage to ASTM C 157-93, 28 days < 1000 microstrain. Typical application inclues mixing entire bag with clean water about 4.25L to 4.5 L, mixed in suitable container with heavy duty slow speed mixer machine to achieve uniform lump free mortar consistency, placing and finishing the same with trowel carefully compacting the same around the rebars and finishing to bring it in line with existing concrete surface on the beams, slabs, piles etc.. Item rate is inclusive of materials all labour, tools and tackles, and transportation etc. complete as per specification and as directed by Engg.-in-charge. Payment shall be made as per actual site measurement
201	PH WORKS
202	Providing all materials, labour, T&P for laying/fixing of following dia CPVC pipes S.D.R-11 as per IS-15778 with ISI mark including fixing of required size CPVC fittings like bend, Tee, elbow, offsets etc. and the same fixed on wall or floor with holder bat clamps screw in all floor or laying in trenches including excavation of earth work in all kinds of soil & backfilling the trenches as per specification & testing the joints with required water presure.The cost inclusive of all taxes,duties,transportation scaffolding etc. as per specification and direction of Engineer-in-charge. Make:ASTRAL/ASHIRVAD/AJAYA/AKG,SUPREME/Oriplast./TRUEFLOW
203	GROUND FLOOR
204	20mm dia C-PVC pipes
205	25mm dia C-PVC pipes
206	32mm dia C-PVC pipes
207	FIRST FLOOR
208	20mm dia C-PVC pipes
209	25mm dia C-PVC pipes
210	32mm dia C-PVC pipes
211	40mm dia C-PVC pipes
212	SECOND FLOR
213	20mm dia C-PVC pipes
214	25mm dia C-PVC pipes
215	32mm dia C-PVC pipes
216	40mm dia C-PVC pipes
217	THIRD FLOOR
218	20mm dia C-PVC pipes
219	25mm dia C-PVC pipes
220	32mm dia C-PVC pipes
221	40mm dia C-PVC pipes
222	FOURTH FLOOR
223	40mm dia P.V.C.ASTM(Sch.-80)Pipes
224	50mm dia P.V.C.ASTM(Sch.-80)Pipes
225	Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in charge.
226	GROUND FLOOR
227	FIRST FLOOR
228	SECOND FLOR
229	THIRD FLOOR
230	Supplying all materials, labour, T&P and cutting hole in R.C.C floors, roofs, etc upto 19 cm thick for passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes after insertion of pipes etc with cement concrete (1:2:4) including finishing complete so as to make it leak proof as per direction of the Engineer in charge.
231	GROUND FLOOR
232	FIRST FLOOR
233	SECOND FLOR
234	THIRD FLOOR
235	Supplying all materials, labour, T&P and cutting holes through existing brick or laterite masonry wall for taking HCI pipes and fittings including making good the damages etc all complete as per PH specification and direction of the Engineer in charge
236	250mm to 375mm thick wall.
237	Supplying all materials, labour, T&P and cutting grooves in pucca floors and walls for taking GI/ PVC pipes and making good the damages as per the direction of the Engineer in charge.
238	GROUND FLOOR
239	FIRST FLOOR
240	SECOND FLOR
241	THIRD FLOOR
242	Supplying all materials, labour, T&P and fitting and fixing Brass/CP/CPVC/PVC fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge
243	15mm dia CP Bib cock (Jaquar) FLR-CHR-5047N
244	Long body Bib cock with wall flange(Con-CHR-107KN)
245	140mm dia CP over head shower (OHS-CHR-1757 Jaguar)
246	Shower arm(Jaguar) No. SHA-CHR-477
247	15mm dia CP Pillar cock (Jaquar) FLR-CHR-5011N
248	15mm dia CP Angle stop cock (Jaquar) FLR-CHR-5053N
249	15mm dia CP Two way Bib cock (Jaquar) FLR-CHR-5041N
250	20mm dia CP Concealed Stop cock (Jaquar) CON-CHR-089KN
251	15mm dia CP Health Faucet (Jaquar) ALD-CHR-573
252	25mm dia brass fullway valve (Shakti/Zolot)
253	32mm dia brass fullway valve (Shakti/Zolot)
254	40mm dia brass fullway valve (Shakti/Zolot)
255	50mm dia brass fullway valve (Shakti/Zolot)
256	15mm dia CP Flange
257	15mm dia CP Extension Piece (Cera/Astrol/Vikng)
258	125mm dia CP Gratting
259	90mm dia PVC Nahani Trap
260	15mm dia PVC inlet connection pipe
261	Supplying all materials, labour T&P and and fixing 10 liters capacity low level flushing cistern with a pair of cast iron or M.S. brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle,unions and couplings for connection with inlet, outlet and overflow pipes, 32mm dia CP long flush bend, 15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connceting the inlet pipe with suupply main etc all complete as per the specification and direction of the Engineer in charge
262	10 Liters capacity PVC cistern with 32mm dia flush bend
263	Supplying all materials, labour, T&P and fixing water closet, squatting pan (Indian type W.C pan / Orissa pattern squatting pan) duly embedded in cement concrete (1:5:10) using 4cm size hard granite metal all complete as per specification and direction of the Engineer in charge
264	580mmx440mm size Orissa pan (Parryware/Hindware)
265	European water closet with ‘S’ trap plain with seat cover
266	Supplying all materials, labour, T&P and fixing wash basins with hole for pillar taps with cast iron or M S brackets painted white including cutting holes in walls and making good the damages etc all complete as per specification and direction of the Engineer in charge
267	WBUnder counter basin(Hindware)No.10095+ALD-CHR-709+ALD-CHR-803AB+KUB-35001F
268	Supplying all materials,labour,T&P and fixing Rotational moulded polyethylene cylindrical vertical water storage tanks conforming to IS : 12701--1996 including cutting holes through the tank and fixing mild steel tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc, including hoisting upto a height of 5 metres above ground level and placing the tank to the required position and providing 1st class K.B brickwork in cement mortar (1:6) of 0.46m height in staging and in circular protection wall to support the tank, 12mm thick cement plaster (1:6) over brickwork, R.C.C slab of size 1.60mx1.60m and 0.10m thick, R.C.C beam of 0.25mx0.30m and 2.60m average length in cement concrete(1:2:4) using 12mm size h.g chips including centering and shuttering, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer in charge
269	2000 Ltr PVC water storage tank (3 Layer White)-on 4F
270	Supplying all materials,labour T&P and providing fitting and fixing,installation of Automatic Sensor system including laying of cable from pannel board upto tube well/open well/sump with over head water tank etc.complete as per approved specification and direction of the Engineer-in-charge.
271	Sensor
272	Supplying all materials, labour, T&P and fixing bowl pattern urinal conforming to IS:771-part-3-1985 of the following sizes including connecting the urinal with 32mm dia pvc waste pipe 910mm long by means of white lead mixed with chopped hemp, fixing 32mm dia CP dome waste, 15mm dia CP spreader including cutting holes in walls and making good the damages with supply of wooden plugs, screws and cement etc all complete as per specification and direction of the Engineer in charge. Stall urinal (Hindware make )
273	15mm dia urinal spreader
274	32mm dia C.P. dome waste
275	Supplying all materials, labour, T&P and providing porcelain urinal partition wall including cutting grooves in wall and making good the damages, watering, curing, conveyance of all materials to worksite etc all complete as per specification and direction of the Engineer in charge
276	4x(20) Nos of 0.6x1.0 size
277	Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR pipes (Type-B) and fittings of the following outside diameter conforming to ISI No. 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricant by non-heat application method/as per manufacturer’s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge
278	110mm dia U-PVC SWR pipe (Supreem/Ashirvad) (Type-B)
279	110mm U-PVC Door Tee
280	110mm U-PVC Plain Tee
281	110mm U-PVC Plain Bend
282	110mm U-PVC Door Bend
283	110mm dia U-PVC 'P' trap
284	110mm U-PVC Cowl.
285	110mm dia U-PVC socket plain
286	110mm dia PVC SWR Clamp/Clip.
287	Matrix Set -1 (WB 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60 cm)
288	Supplying all materials, labour, T&P and fixing mirror of superior glass mounted on 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification an direction of the Engineer in charge
289	600mmx450mm size B.E mirror (fixed type)
290	Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rails complete fixed to woden plugs with CP screws as per specification and direction of the Engineer in charge
291	600mm Glass Shelf
292	Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
293	600mm long CP Towel Rail
294	CP Towel Ring
295	Supplying all materials, labour, T&P and fitting & fixing stainless steel AISI 304 (18/8) Library/Kitchen sink with drain board as per IS 13983 with cast iron or M S brackets painted white including cutting holes in walls and making good the damages etc all complete as per specification and direction of the Engineer in charge.
296	600x450x200 mm stainless steel kitchen sink
297	Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
298	CP Soap Holder
299	Supplying all materials, labour, T&P and dismantling the damaged European water closet, Anglo Indian water closet, Cistern, W.H.Basin, Mirror and Glass Shelf etc. removing the debris at a safe distance as per direction of the Engineer in charge
300	Dismantling of Mirror, Glass Shelf.
301	Dismantling of EWC, Basin, Cistern.
302	Dismantling of Orissa Pan, Half Stall, Squating Urinal.
303	Supplying all materials, labour, T&P and constructing gully trap chamber of the following inside size with 8cm thick R.C.C precast cover slab in cement concrete (1:2:4) mix using 12mm size h.g chips, foundation concrete (1:4:8) using 40mm size hard granite metal on bed and around trap, K.B brickwork in c.m (1:6) in F&P and inside 12mm thick cement plastering (1:3) finished with a floating coat of neat cement including fixing 100mmx100mm size HCI gully trap,150mmx150mm size C.I grating etc all complete as per approved drawing, specification and direction of the Engineer in charge
304	Gully trap chamber of size 250mmx250mm with R.C.C cover slab
305	Supplying all materials, labour, T&P and constructing inspection chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class K.B brickwork in cement mortar(1:6),moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips,12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC man hole cover, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge
306	Construction of Inspection chamber Inside size 760mmx760mmx460mm
307	Reconstruction of Inspection chamber Inside size 760mmx760mmx460mm
308	R.C.P.C.Cover (18\\" round)
309	Supplying all materials, labour, T&P and constructing man hole chamber of the following size with cement concrete(1:3:6) using 40mm size hard granite metal on bed, 1st class K.B brickwork in cement mortar(1:6), moulding and shaping the channel inside and benching with cement concrete (1:2:4) using 12mm size h.g chips,12mmthick cement plaster (1:3) with punning to inside, cement flush pointing (1:3) to outside, R.C.C cover slab in (1:2:4) using 12mm size h.g chips with RCC man hole cover, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge
310	Construction of manhole chamber Inside size 910mmx910mmx910mm
311	Reconstruction of Manhole chamber Inside size 910mmx910mmx910mm
312	R.C.P.C.Cover (24\\" round)
313	Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class K.B brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge .Brick masonry soakway pit 1.80m diax2.60m deep .
314	Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class–3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasing including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer in charge.
315	110mm dia u-pvc pipe alround concrete
316	160mm dia u-pvc pipe alround concrete
317	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30m in depth and as per direction of the Engineer-in-Charge.
318	Extra lifts of 1.50 mtr or part thereof over the initial lift of 1.5 mtr in all kinds of
319	Supplying all materials, labour, T&P and filling in foundation and plinth with sand well watered and rammed including conveyance of all materials to worksite, payment of royalty, taxes etc.all complete as per direction of the Engineer in charge.
320	Supplying all materials, labour, T&P and providing cement concrete (1:4:8) with 4cm size crusher broken hard granite of metal including watering curing cost all materials , conveyance of all materials to work site with payment of royalty all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge.
321	Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering ,curing,cost of all materials , conveyance of all materials to work site with payment of royality, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
322	Supplying all materials, labour, T&P and providing cement concrete ( 1:1:5:3 ) with 12mm size hard broken granite chips for R:C:C works including hoisting, laying, Watering, curing, conveyance of all materials to worksite, payment of roylty , taxes etc all complete as per specification and direction of the Engineer in charge
323	Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
324	RCC floor roof chajja etc
325	Rcc Beam , Column wall etc
326	RCC Plinth bend/Raft
327	Suppying all materials, labour , T&P and providing M.S reinforcment for R.C.C work including cutting , bending ,binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge , conveyance of all materials to worksite , payment of royalty , taxes etc all complete as per specification and direction of the Engineer in charge
328	Supplying all materials , labour , T&P and providing 6mm thick cement plaster (1:4)on RCC work including watering , curing , cost of all materials, conveyance of all materials to worksite , payment of royalty , all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
329	Supplying all materials, labour, T&P and providing 12mm CP (1:4) with cement punning on brick work including waterting , curing , cost of all materials , conveyance of all materials to worksite, payment of royalty , all taxes etc.all complete as per PWD specification nd dkirection on the Engineer-in-charge .
330	Supplying all materials, labour, T&P and providing Fitting and fixing 100mmx100mmx100mm SW tee in wall including filling the racess with cement concrete (1:3:6) with 12mm size h.g chips all complete including watering , curing conveyance of all materials to worksite , patyment of royalty all complete as per specification and direction of the Engineer in charge
331	Supplying all materials, labour, T&P and making stepiron in 20mm diameter MS steel bars and fixing into walls of man hole/septic tank duly embedded in cement concrete (1:3:6) complete per specfication and direction of the Engineer in cgarge .
332	Supplying all materials, labour, T&P fitting and fixing RCPC cover of heavy duty etc .all complete as per specification and direction of the Engineer in charge .
333	Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge
334	ELECTRICAL WORKS
335	Dismentaling of swich board ,6A,16A Power plug Separate Board from existing wall or partion including plate ,metal box
336	Dismentaling of Holder,junction box from existing wall
337	Dismentaling of Branch Distribution Box/Main Switch from existing wall Including all necessary Labour &material
338	Dismentaling of Lights,Fans,Exhust Fans from existing wall Including all necessary Labour & material
339	Recessed wiring to submain in the following sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked conforming to IS-694/1990 in the following mm dia non-metallic heavy duty flexible conduit 1.6 mm thick along with the following sq.mm FR PVC insulated single core multistrand copper conductor as earth wire as required.(Make of wire-Finolex/ L&T/ Anchor/ Polycab/ Havells/ Great white/ RR/ V-Guard/ HPL)
340	2 X 1.5 sq.mm +1 X 1.5 sq.mm in 20 mm dia
341	2 X 2.5 sq.mm +1 X 1.5 sq.mm -do-
342	2 X 4 sq.mm +1 X 1.5 sq.mm -do-
343	2 X 6 sq.mm +1 X 2.5 sq.mm in 25mm dia
344	4 X 4 sq.mm + 1 X 2.5 sq.mm 32 mm dia
345	4 X 16 sq.mm + 2 X 10 sq.mm in 40 mm dia
346	S/F of Ding dong bell (Make - Cona/ Anchor/ Greatwhite)
347	Supply and fixing of Different type LED Lights (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)(AL.Housing)
348	20 Watt 4' LED tube lights
349	Supply and fixing of LED square recess mounted panel Lights (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)
350	34 Watt (2' x 2')
351	Supply and fixing of LED round / square recess mounted panel Lights (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)
352	12 Watt (160 mm x 160 mm)
353	Supply and fixing of LED round/ square surface ceiling panel Lights (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)
354	15 Watt (234 mm Dia)
355	Supply and fixing of Different type fan (Usha - striker/ Crompton - Super breeze Deco/ Havells - samraat/ Orient - pspo/ Or equivalent)
356	48\\" Ceilling fan
357	S/F of Exhaust fan18\\" heavy duty (Make - Crompton - Trans Air, Havells - S.PH Turbo/ Almonard)
358	S/F of Exhaust fan 9\\" (Make Crompton/ Havells/ Usha/ Almonard)
359	S/F of 400 mm Wall mounted fan (Make - Havells - plantina/ Usha - Colossus, Mist air/ Crompton - Window flo)
360	Supply and fixing of LED flood light (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)
361	150watt
362	Supply and fixing of LED street light (Make-Havells/ Cromption/ wipro/ panasonic/ Philips)
363	60watt
364	Supply and fixing 10 Watt LED B.H fittings With 9 watt Led bulb (Make-Cromption/ Surya)
365	Supply and fixing of following different DD DB BOX .(Make-Havells/ C&s/ L&T)
366	4way SPN DD DB BOX.
367	8way, SPN DD DB BOX.
368	16way, SPN DD DB BOX.
369	4way (8+12) TPN DD DB Box
370	Supply and fixing of 6Amp to 32A rating 240 V/415 V \\"C\\" series MCB suitable for lighting and other loads of the following poles in the exiting MCB DB ISI marked complete with connections testing and commissioning etc. (Make- Havells/ L&T/ C&S)
371	6 to 32 SP MCB
372	6 to 32 DP MCB
373	6 to 32 4P MCB
374	100A 4P MCB
375	MCCB encloser (Make - Legrand/ Simens/ Hager/ Schinder)
376	63A - 160A
377	Busbar Chamber with copper strip (Make - Havells/ L&T/ Or equvalent)
378	100A 4way
379	Supply and fixing of 4pole MCCB Thermal Mangnetic Protection in existing cubicle panel board including drilling holes in cubcle panel, making connections, etc. as required.(Make- Havells/ C&s/ L&T)
380	100A 25KA
381	Earthing.
382	Supply and fixing copper plate earthing 600 mm X 600 mm X 3.15 mm thick ISI marked including accessories and providing masonary with charcoal and salt as required.
383	Supplying and laying 25mm X 5mm G.I strip on surface or in recess for connection etc as required.
384	Recessed wiring to Modular light point/Fan point/ Exhaust fan point/Call bell point point.
385	Recessed wiring to light point/Fan point/ Exhaust fan point/Call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metallic PVC flexible conduit with 6Amp, 250V Modular switch(Legrand mylinc/ Schneider clipsal/Hager insysta/Anchor Dura/ or equivalent) ISI marked and ceiling rose ISI marked mounted on metal box having front Modular cover of suitable size, metal box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accessories and connection.(Make of wire-L&T/Anchor/Havells/V-Guard/Great White/HPL)
386	Group-A -L.P- 271 F.P- 50 C.B.P-
387	Group-B L.P- 236 F.P- 17 C.B.P-
388	Group-C L.P- 251 F.P- 209 C.B.P-1
389	Supply and fixing of 6Amp plug with 6Amp switch on existing board( Legrand mylinc/ Schneider clipsal/Hager insysta/Anchor Dura/ or equivalent)
390	Supply and fixing of Modular metal box on surface or in recess with suitable size of Modular cover in front including providing and fixing of 6Amp socket and 6Amp Modular switches connection ( Legrand mylinc/ Schneider clipsal/Hager insysta/Anchor Dura/ or equivalent )
391	S/F of Multipurpose board consisting 2nos. 6Amp plug and switch with all connections ( Legrand mylinc/ Schneider clipsal/Hager insysta/Anchor Dura/ or equivalent)
392	Supply and fixing of Modular metal box on surface or in recess with suitable size of Modular cover in front including providing and fixing of 6pin 6amp, 16Amp socket outlet and 16Amp Modular switches connection ( Legrand mylinc/ Schneider clipsal/Hager insysta /or equivalent)
393	Supply of Air Cooled Type Variable Refrigerant Flow System based on 100% Inverter Scroll Compressor with linear capacity control, IPM Technology, VET Technology, PWM over modulation control, unique HIC circuit, self diagnostic auto check, auto restart, built in Auto Phase Reversal & Auto Bye Pass functions, Inverter start technology complete with R410A refrigerant based Outdoor & Indoor units, wired / wireless / central remote controllers, refrigerant connectors & joints, copper refrigerant piping, control & transmission wiring, condensate drain piping and other accessories as required
394	S/F of 8 HP (Side Dischagre)
395	Safety checking of ceiling fan/ wall mounting fan/ Exhaust fan/ Pedestal fan cleaning with nut boult hings & refixing fan with required nut boult & hings.
396	Fixing charges of Tube light fitting Please Enable Macros to View BoQ information

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Tender For Repair And Renovation Of Rhr, Boys Hostel Of Outr., Bhubaneswar-Odisha

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