Tender For Construction Of New Building(Science Block(G+6), Arts Block (B+G+6), Miscellaneous Work Of J.L.N. College, Chakradharpur Under Kolhan University, Chaibasa (Part-A), Chaibasa-Jharkhand

TDR : 55767130

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Chaibasa , Jharkhand

Tender Brief : Tender For Construction Of New Building(Science Block(G+6), Arts Block (B+G+6), Miscellaneous Work Of J.L.N. College, Chakradharpur Under Kolhan University, Chaibasa (Part-A)

Document Fees
₹ 10000 /-

EMD
₹ 6682000.0 /-

Tender Value
Refer document

Submission Date
29-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	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.
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.
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)
4	IN FOUNDATION TRENCHES + FILLING IN BUILDING TO RAISE G.L.+ IN PLINTH
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)
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
7	Providing designation 75-B, one 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
8	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
9	1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
10	1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stoneaggregate 20 mm nominal size)
11	Providing and filling BRICK BATS in toilet sunken slab after waterproofing treatment of slab and beam sides including all taxes all complete.
12	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
13	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
14	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stoneaggregate 20 mm nominal size)
15	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
16	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
17	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
18	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
19	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
20	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
21	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
22	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
23	All work up to plinth level :
24	Concrete of M25 grade with minimum cement content of 330 kg /cum (FOUNDATION)
25	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
26	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
27	All work above plinth level :
28	Concrete of M25 grade with minimum cement content of 330 kg /cum (COLUMN)
29	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
30	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
31	All work above plinth level :
32	Concrete of M25 grade with minimum cement content of 330 kg /cum (BEAM)
33	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
34	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
35	All work above plinth level :
36	Concrete of M25 grade with minimum cement content of 330 kg /cum (SLAB)
37	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
38	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
39	All work above plinth level :
40	Concrete of M25 grade with minimum cement content of 330 kg /cum (BAND)
41	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
42	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
43	All work above plinth level :
44	Concrete of M25 grade with minimum cement content of 330 kg /cum (LINTEL)
45	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
46	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
47	All work above plinth level :
48	Concrete of M25 grade with minimum cement content of 330 kg /cum (STAIRCASE)
49	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
50	Note - Extra cement upto 10% of the minimum specified cement content in design mix shall be paid separately. In case the cement content in design mix is more than 1.10 of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
51	All work above plinth level :
52	Concrete of M25 grade with minimum cement content of 330 kg /cum (CHAJJA)
53	Providing, hosting and fixing above plinth level up to floor level precast Reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand ), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , exculuding the cost of reinforcement, with 1:1.5:3 (1cement : 1.5 coarse sand (zone-iii) : 3 graded stone aggregate 20mm nominal size)
54	Extra for R.C.C./B.M.C./R.M.C. work above floor V level for each four floors or part thereof
55	Add for using extra cement in the items of design mix over and above the specified cement content therein.
56	Centering and shuttering including struting, propping etc. and removal of form for -
57	Foundation, footings, bases of columns etc.
58	Columns
59	ROOF SLAB
60	Beams, plinth beams,-
61	STAIRS -
62	CHAJJA
63	Extra for Arches
64	Edges of slabs and breaks in floors and walls
65	Under 20 cm wide
66	Centering and shuttering including struting, propping etc. and removal of form for -
67	Cornices & Moulding
68	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (plan area to be measured)
69	Suspended floors, roofs, landing, beams and balconies (plan area to be measured)
70	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. (ONLY VALID FOR SAIL & TATA STEEL, JSPL, ELECTRO STEEL LTD. AND VIZAG STEEL)
71	TOR 8 MM DIA.
72	TOR 10 MM DIA.
73	TOR 12 -25 MM DIA.
74	TOR 28 -32 MM DIA.
75	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.
76	Providing designation 75B 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.
77	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20mm nominal size)
78	Extra for providing and mixing waterproofing material in cement conncrete work in doses by weight of cement as per manufacturer's specification.
79	Providing designation 75 A BRICK WORK in CM. (1:3) 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
80	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
81	Providing and laying Autoclaved Aerated concrerte (AAC) blocks masonry with 150mm to 300 mm thick with Grade-1 AAC blocks od Density 551 to 650 kg/ cum confirming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
82	Extra for brick work/ AAC block masonry / Tile brick masonry in superstructure above floor V level, for each four floors or part thereof by mechanical means.
83	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
84	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
85	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)
86	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
87	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.
88	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.
89	Making 6x6 / 20x6 mm grooves in plaster surface over walls trully horizontal or vertical as specified at regular intervals at all heights including cleaning finishing , scaffolding and curing with all leads and lifts of water all complete as per buildinng specification and direction of E/I. (6
90	Extra for brick work for each consecutive floor above first floor including watering and scaffolding, all complete as per direction of E/I.
91	2nd Floor
92	3rd Floor
93	4th Floor
94	5th Floor
95	Extra for PLASTER work over exterior surface for each consecutive floor above first floor including cost of scaffolding etc. all complete as per direction of E/I.
96	2nd Floor
97	3rd Floor
98	4th Floor
99	5th Floor
100	6th Floor
101	FLOORING WORKS
102	Providing 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.
103	SIZE OF TILE- 600MMX600MM
104	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
105	Providing and laying 6 mm precast white GLAZED CERAMIC TILES in walls over 12mm cement mortar (1:3) and jointed with white cement slurry flush pointed with white cement including rubbing, polishing and cost of curing taxes, and royalty all complete as per building specification and direction of E/I
106	with commercial grade colour tiles.
107	Marble stone flooring with 18 mm th marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm thick base of cement mortar 1:4 (1cement :4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete with:
108	Udaipur Green Marble
109	Extra for pre finished nosing to treads of steps of marble stone
110	Extra for marble stone flooring in treads of steps and risers using single length upto 2.00 m
111	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
112	Granite stone slab colour black, Cherry/Ruby red
113	Area of slab over 0.5 sqm -
114	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
115	Provinding and fixing 10 mm thick acid and or alkali resistant tiles of approved make and colour using acid and or alkali resistant mortar bedding and joints filled with acid and or alkali resistanting cement as per IS : 4457 complete as per direction of Engineer -in - charge.
116	In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
117	Provinding and fixing 10 mm thick acid and or alkali resistant tiles of approved make and colour using acid and or alkali resistant mortar bedding and joints filled with acid and or alkali resistanting cement as per IS : 4457 complete as per direction of Engineer -in - charge.
118	In DADO/ SKIRTING on a bed of 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
119	Providing and laying vitrified Parking/Industrial tile in different sizes (thickness to be speified by the manufacture) with water absorption less than 0.08% and confirming to IS:4457:2007, of approved make in all colours and shades laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) jointing with grey cement slurry @ 3.3kg./ sqm.including grouting the joints with white cement and matching pigments etc. complete size of tile 300x300x10mm sizes all complete as per building specification and direction of E/I.
120	Providing & laying 25 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.
121	Providing and laying 25 mm thick kotah stone tiles in risers of steps, skirting and pillars of approved size texture and colour laid over 12 mm thick cement mortar (1:3) and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing to granolithic finish with approved quality of carborandum stone including cost of curing taxes and royalty all complete as per building specification and direction of E/I.
122	Extra for pre finished nosing to treads of steps of Kota stone/ sand stone slab
123	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
124	Dark shade pigment using ordinary cement
125	Providing 50mm thick cement concrete flooring ( 1:2:4 ) with 20mm to 6mm size graded stone chips finished with floating coat of neat cement in panels, including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty all complete as per building specification and direction of E/I.
126	Providing 12mm cement plaster(1:3) with clean course sand of F.M 1.5 with floating coat of neat cement in skirting including rounding of junctions with floor, curing taxes and royalty all complete as per building specification and direction of E/I.
127	Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50 cm deep and1.8 cm thick fixed in Urinal Partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement :2 coarse sand : 4 stone chips)as per direction of E/I and finished smooth.
128	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
129	80 mm thick C.C. paver block of M-35 grade with approvedcolor design and pattern.
130	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
131	Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
132	Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
133	Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge:
134	Extra for FLOORING work for each consecutive floor above first floor, all complete as per direction of E/I.
135	Second Floor
136	Third Floor
137	Fourth Floor
138	Fifth Floor
139	DOORS & WINDOWS WORKS
140	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.
141	Frame size 50 x 100 mm
142	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin 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) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 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 fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges and necessary S.S screws shall be paid separately)
143	25 mm thick
144	suppling , 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.
145	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.
146	Supplying, fitting & fixing 35 mm th. Solid core type non-decorative double 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.
147	Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of approved primer on one face, and fixed on wooden /steel frame work, complete as per direction of Engineer-incharge (Frame work shall be paid for separately).
148	12mm thick commercial ply conforming to IS : 1328 BWR type
149	Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
150	1.0 mm thick
151	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):
152	Rectangular or square
153	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) :
154	For 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)
155	Powder coated aluminium (minimum thickness of powder coating 50 micron)
156	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ 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):
157	With float glass panes of 4.0 mm thickness (weight not less than 10kg/ sqm)
158	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ 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):
159	With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg/ sqm)
160	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
161	Pre-laminated particle board with decorative lamination on both sides
162	Providing and fixing Double action hydraulic floor spring of approved brand and manufacture I.S.:6315 marked, Hardwyn Make (Model 3000) or equivalent for doors including cost of cutting floors as required, embedding in floors & cover plates with brass pivot and single piece M.S. sheet outer box with side plate etc.complete as per the direction of E/I. WITH STAINLESS STEEL COVER PLATE MINIMUM 1.25MM THICKNESS:-
163	DOOR WINDOW
164	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
165	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge. (Approved brand - Godrej/ Dorset)
166	Providing and fixing aluminium round shape handle of outer dia.100 mm with SS screws etc. coplete as per direction of E/I.
167	Powder coated minimum thickness 50 micron aluminium.
168	Providing and fixing aluminium hanging floor door stoppers ISI marked anodized (anodic coating not less than grade Ac 10 as per I.S. 1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper
169	Providing and fixing aluminium TOWER BOLTS ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required color or shade with necessary screws etc. complete.
170	300X 10MM
171	150X 10MM
172	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).
173	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
174	Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including:
175	a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:
176	b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers.
177	c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass.
178	d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.
179	e) Making provision for drainage of moisture/ water that enters the curtain glazing system to make it watertight, by incorporating principles of pressure equalization, providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved by Engineer-in-charge. The item also includes the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the Contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineerin- Charge.
180	Note:- 1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this subhead. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves ) on the external face shall be measured in sqm. up to two decimal places.
181	Note:-2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 Sqm from the certified laboratories accreditated by NABL(National Accreditation Board for Testing and Calibration Laboratories), Department of Science & Technologies, India. Cost of testing is necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system Tests to be conducted in the NBL Certified laboratories
182	1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr”
183	2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-09 testing method for a range up to 2000 ml.”
184	3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05 testing method for a range upto 2000 ml”
185	4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm”
186	5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site
187	6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml”
188	Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge.
189	Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat strengthened monolithic float glass (loee glass) of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade so as to match the colour and shade of the IGUs in the vision panels etc. ,all complete for the required performances as specified, as per the Architectural drawings, as per the approved shop drawings, as specified, and as directed by the Engineer- in- Charge. For payment, only the actual area of glass on face # 1 of the glass panels (but excluding the area of grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm.(Payment for fixing of Spandrel Glass Panels in the curtain glazing is included in cost of relevent Item*).
190	(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. . The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement.
191	Supplying, fitting & fixing local made COLLAPSIBLE GATE of approved size and make properly fabricated with vertical double channel 20 x 10 x 2 mm at 100 mm center and braced with M.S. flat diagonals 20 x 3 mm with top and bottom rail of T. iron 40 x 40 x 6 mm with 38 dia steel pulleys complete with bolt, buts locking arrangement, steppers, handles including applying a primer coat of read lead paint carriage, hoisting and taxes etc. all complete as per building specification and direction of Engineer Incharge.
192	Supplying and fixing Rolling Shutter of approved make, made of required size M. s. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire od adequate strength confirming to IS : 4454-part 1 and M.S. top cover of required thickness for rolling shutters.
193	Providing and fixing ball bearing for Rolling Shutters
194	Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer Composite) solid plain white colour board Jali, CNC (Computer numeric control) routed of approved design by Engineer-in -charge which are machine cut for duct/shaft covering, partitions and facades comprising of virgin 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) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of ClassA category with properties of being termite/borer roof,water/moisture proof and fire retardant and fixing on M.S (mild steel) frame made of 25 x 251.5 mm square hollow box section including applying a priming coat of approved steel primer, placed at grid made at 1.0x 1.0 m or as per requirement at site with necessary stainless steel fasteners and SS screws etc., all complete as per direction of Engineer-In-Charge. (Note: M.S (mild steel) framework with priming coat and necessary SS fasteners and SS screws shall be paid separately.
195	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.
196	Providing and fixing sliding arrangement in racks/ cupboards/cabinets/ Window shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately)
197	Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :
198	100X58X1.90 mm
199	WATER PROOFING TREATMENT
200	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roof terraces etc. consisting of following operations.
201	Applying 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.
202	Laying 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
203	After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS: 2645.
204	Finishing 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.
205	The 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.
206	With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
207	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane
208	Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
209	Covering of treated surface with PCC :- Providing 50mm thick Cement concrete M20 (1:1.5:3) maintaining slope in alternate 2mtX2mt panels with approved quality of stone chips of 20mm to 6mm size graded and cleaned sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with admixture of integral waterproofing and placing in position striking curing, taxes and royality all complete as per building specification and direction of E/i. Panels that has been left should be casted next day. There should be 6mm gap betwwen panels.
210	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying
211	a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.
212	(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.
213	The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
214	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
215	For vertical surface two coats @ 0.70 kg per sqm
216	For horizontal surface one coat @1.10 kg per sqm
217	Providing tuck pointing [1:3] in cement on brick work clean coarse sand of F.M 1.5 FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I
218	Providing 12mm cement plaster(1:3) with clean coarse sand of F.M 1.5 including screening, curing with all leads and lifts of water scaffolding taxes and royalty all complete as per building specification and direction of E/I.
219	Providing 1.5 mm th. cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I.
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221	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
222	Providing applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth copmlete .
223	Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper, soaping, curing and taxes all complete as per building specification and direction of E/I.
224	Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I
225	Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade.
226	New work (Two or more coats applied @1.43 ltr / 10sqm. Over and including priming coat of exterior primer applied @ 0.90 lit./10 sq.m. )
227	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.
228	Finishing walls with textured exterior paint of required shade :
229	13.45.1 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
230	Providing two coats of SYNTHETIC ENAMEL PAINT 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.
231	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.
232	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.
233	MISCELLANEOUS WORK
234	Providing and fixing stainless steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side the side of waist slab with suitable arrangement as per approval of Engineer-in-charge,(for payment purpose only only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners, etc.)
235	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.
236	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
237	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
238	Hot finished welded type tubes
239	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
240	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
241	Ridges plain (500 - 600mm)
242	Providing and fixing plain multipurpose cement board (High pressure steam cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately).
243	6 mm thick Cement fiber board as per IS: 14862
244	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recomme-nded jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer’s specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
245	12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks)
246	Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanising @ 120 grams per sqm including both side) consisting of main ‘T’ runner suitably spaced at joints to get required length and of size 24x38 mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre, and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm long spaced between main’T’ at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600 mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40 mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick densified edges calicum silicate ceiling tiles of approved texture in the grid, including, cutting/ making opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre to centre along main ‘T’, bottom exposed with 24 mm of all Tsections shall be pre-painted with polyster baked paint, for all heights, as per specifications, drawings and as directed by Engineer-in-Charge.
247	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 socketed pipes. 110 mm dia
248	Providing & fixing on wall face unplasticised -P.V.C. moulde fittings / accessories for 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 .
249	Coupler - 110 mm
250	SHOE - 110MM
251	BEND - 110 MM
252	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.
253	Providing 250 mm wide BRICK DRAIN in cement mortar (1:6) with avarage 150mm. Clear depth and 250 mm apron including cost of earthwork involved with 75m cement concrete (1:4:8) over one brick designation 75A, flat soling in proper grade and slope at the base , the drain dully plastered in C.M.(1:3) with puning over exposed surface all complete as per building specification and direction of E/I.
254	Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.
255	Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/structure, all as per direction of Engineerin- charge (The rate is inclusive of all materials & labours involved except scaffolding). (item used for cleaning of BRICK WALL surface)
256	Supplying and fixing C. I. Cover without frame for MANHOLE. 560MM DIA C.I. COVER (HEAVY DUTY)
257	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS: 10910, on 12 mm dia steel bar confirming to IS: 1786, having minimum cross section as 23 mmX25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protuded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in tank with 30X20X15 cm cement concrete complete as per design.
258	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
259	DT: Basic rates for 125/115 mm dia Drilled Tube-well for drilling in all kinds of soil and rock for installation of hand pump with DTH ring Machine all complete including supplying all meterial, labours, tools, drilling, rigs, air compressor and equipments as well as fuel lubricant, for making 125/115 mm dia boring etc. and cost of transporting rig machine and other vehicle up to site of work as per specification and direction of engineer-in-charge. (Basic rates)
260	Supplying, assembling, lowering and fixing in vertical position in borewell unplasticized PVC medium well screen (RMS) pipes with ribs, confirming to IS: 12818, including hire and labour charges, fittings and accessories etc. all complete, for all depths, as per direction of engineer-in-charge. (100 mm nominal size dia)
261	Supplying,filling, spreading and levelling stone boulders of of size range 5cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge.
262	Supplying,filling, spreading and levelling gravels of size range, 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in the required thickness, for all leads and lifts, all complete as per direction of E/I.
263	Supplying fitting and fixing Galvanised wire mesh of average width of aperture 1.4 mm and nominaldia of wire 0.63 mm (2'-0\\"x2'-0\\"*2) in position as per specification and direction of E/I.
264	Making Soak Pit 2.5 m diameter 3.0 meter deep with 45x45cm dry briick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standerd design .
265	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
266	CARRAIGE OF MATERIALS
267	LOCAL SAND , LEAD - 2P+1K= 3 KM.
268	COARSE SAND , LEAD - 9P+1K= 10 KM.
269	STONE CHIPS , LEAD - 21P+1K= 22 KM.
270	BRICKS , LEAD- 7P+1K= 8 KM.
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272	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S trap, 10 litre low level white P.V.C. Flushing cistern with munally controlled device (handle lever) conforming to IS:7231 Parryware/ Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.
273	White Vitreous China Orissa pattern W C pan of size 580 X 440 mm with integral type foot rest.
274	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern with manually controlled devicde (handle lever), conforming to IS:7231, parryware/Hindware/with all fittings and fixtures complete including cutting and making good the walls and floors wherever required.
275	W.C. pan with ISI marked white solid plastic seat and lid.
276	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
277	15mm nominal bore
278	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
279	15mm nominal bore
280	Providing and fixing C.P Soap Dish of aaproved size, shape and approved brand with concealed fittings, complete job.
281	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
282	15mm nominal bore
283	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:
284	White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
285	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge.
286	Providing and fixing white vitreous china flat back half stall urinal of 580X380X350mm with white PVC automatic flushing cistern, parryware/Hindware with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass with waste fitting as per IS : 2566 P.V.C. trap with outlet grating and other couplings in C.P. brass including parenting of fitting and cutting and making good the walls and floors wherever required..
287	Single half stall urinals with 5 litre P.V.C. auotmatic flushing cistern
288	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end )
289	32MM nominal bore.
290	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete.
291	25mm nominal bore
292	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
293	Providing and fixing 100mm dia. Steel Jali of approved quality.
294	Providing and fixing stainless steel A ISI 304(18/8) kitchen sink as per I.S.13983 with C.I. Brackets stainless steel plug 40mm including painting of fittings and brackets cutting and making goods the walls wherever required:
295	kitchen sink without drain board
296	470x420mm bowel depth 178mm
297	Providing and fixing C.P Sink cock with swinging casted spout with concealed fitting arrangements.
298	Providing and fixing unplasticised P.V.C. connection pipe with c.p. nuts collar and bush of approved quality.
299	15 mm nominal bore with 45 cm length.
300	Providing And fixing 32 mm waste pipe for sink or wash basin including P.V.C. waste fittings complete.
301	Flexible Pipe
302	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (ITEM FOR RAIN WATER, SOIL, WASTE & VENT PIPES)
303	110 mm dia
304	Providing & fixing on wall face unplasticised -P.V.C. moulde fittings / accessories for 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 .
305	Coupler -
306	110 MM
307	Single pushfit Coupler
308	110 MM
309	Single tee with door
310	110X110X110 MM
311	Single tee without door
312	110X110X110 MM
313	Bend 87.5°
314	110 MM
315	110 MM
316	Supplying and fixing 100mm S.C.I. trap with 100mm inlet and 100mm outlet, with all complete.
317	110X100 MM
318	Supplying and fixing 100mm S.C.I. trap with 100mm inlet and 75mm outlet, with all complete.
319	110X750 MM
320	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I.
321	Concealed work including cutting chases and making good the wall etc..
322	15 mm nominal dia Pipes
323	20 mm nominal dia Pipes
324	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement & testing of joints complete as per direction of E/I.
325	25 mm nominal dia Pipes
326	32 mm nominal dia Pipes
327	Providing and laying non- pressure NP2 class ( light duty ) R.C.C. pipes with collars jointed with still mixture of cenent mortar in the proportion of 1:2 ( lcement : 2 fine sand ) including testing of joints etc. complete.
328	100 MM dia R.C.C. pipe (FOR DRAINAGE OF CHEM. LAB)
329	150 MM dia R.C.C. pipe
330	250 MM dia R.C.C. pipe
331	300 MM dia R.C.C. pipe
332	450 MM dia R.C.C. pipe
333	Constructing brick masonary chamber for Underground C. I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455X610 mm internal dimensions, total weight of cover with frame to be not less than 38 KG. (weight of cover 23 kg. and weight of frame 15 kg) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand :10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
334	Inside dimensions 455X610X mm and 45 mm deep for single pipe
335	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
336	Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets :
337	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
338	Inside dimensions 600X850 mm and 45 cm deep for pipeline with one or two inlets :
339	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
340	Extra for depth beyond 45 cm of brick masonry chamber : (For 455x610 mm size)
341	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
342	For 500x700 mm size
343	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
344	For 600x850 mm size
345	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
346	Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards complete with press type fitting (fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making good the walls including testing of joints complete as per direction of Engineer-in-charge. (The pipe length inserted in the fitting shall not be measured for payment)
347	Inernal work - Exposed on wall
348	15 mm outer dia pipe
349	Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
350	For 15 mm outer dia pipe
351	Elbow 90°
352	For 15 mm outer dia pipe
353	Equal Tee
354	For 15 mm outer dia pipe
355	Providing and fixing C.P. brass Health Faucet (Telephonic shower with flexible pipe) including 450 mm long Braided Hoses with all fittings complete job.
356	Providing and fixing C.P. Towel Ring (round) with flange
357	Providing and fixing white vitreous china Laboratory Sink including making all connections excluding cost of fittings.
358	Size. - 600x450X200 mm
359	Providing and fixing C.P Sink cock with swinging casted spout with concealed fitting arrangements.
360	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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362	Supplying of 7 Mtr height octagonal Hot-Dip Galvanized pole (BOP-7030) with top dia 70 mm,bottom dia 130 mm & made of 3 mm thick sheet ,base plate diamentions 200 MM X 200 MM X 12 MM (LxBxT) including suitable size of foundetion bolt and 1'6'' long 50mmX50mm MS angle along with welded horizontally on top of octagonal pole all complite on exiting concreat platform as required
363	Supplying and fixing of 1.5 mtr Double arm suitable for 70 mm top
364	Installation,testing and commissioning of the 7mtr octagonal pole and light fitting with the help of suitable tools and plants ,wiring of luminaires with all materials and construction of shallow foundation with M25 grade concrete considering safe soil bearing capacity of 10T/mtr sq.
365	Supplying, Installation, Testing & Commissioning of following rating LED street lighting with pressure dia cast housing and toughened glass cover (IP 66 protection)in existing pole/pipe/platform/periferial wall for supply voltage 100-270v AC,50Hz Luminire shall be confirmto IS-10322 part-5/ section-3 and shall be complete with all neccssary accessories as required.of make bajaj/havells/crompton
366	120w LED Street light
367	Point wiring in pvc conduit , with modular type switch:-Wiring for light point/fan point/exhaust fan/call bell point with 1.5 sqmm PVC insulated copper conductor cable in surface / recessed PVC conduit with moduler type switch,moduler plate,suitable size GI box etc. as required .
368	Twin control point wiring in pvc conduit with modular type switch:- Wiring for Twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with 2way modular switch ,modular plate, suitable GI box etc. as required.
369	Power plug wiring in pvc conduit (2x4 sq mm):Wiring for light/ power plug plug with 2 X 4 sq. mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.
370	Circuit / sub main wiring in pvc conduit:Wiring for submain wiring with the following size of PVC insulated, copper conductor single core cable in surface / recessed PVC conduit as required:
371	2x1.5 sq.mm.+1x 1.5 sq mm(for toilet switch board +6A socket)
372	2x2.5 sq.mm.+1x 2.5 sq mm(for switch board )
373	2x6 sq.mm.+1x 6 sq mm( Sub-Mains DB's)
374	4 x 6 sq mm +2x6 sq.mm. (Sub-Mains DB's to Panel)
375	4 x 10 +2x6 sq.mm. (Sub-Mains DB's to Panel)
376	4 x 16 +2x6 sq.mm. (Sub-Mains DB's to Panel)
377	Wiring in existing conduit:-Supplying and drawing following sizes of PVC insulated copper conductor, single core cable in the existing surface/ recessed PVC conduit / PVC casing capping / as required.
378	2x1.5 sq mm
379	3x2.5 sq mm (For (Lift)
380	4x6 sq mm(For Lift)
381	Supplying and fixing PVC conduit:-S/F of following sizes of PVC conduit alongwith the accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required .
382	20 mm PVC coduit.
383	25 mm PVC coduit.
384	Supplying and fixing modular type switch / socket :-Supplying and fixing following moduler switch / socket on the existing moduler plate & switch box including connection but excluding moduler plate etc. as reqd.
385	5/6 amps switch
386	5/6 amps socket outlet
387	Telephone socket outlet
388	Supplying and fixing modular type electronic fan regulator :- Supplying and fixing stepped type electronic fan regulator on the existing modular plate & switch box including connection but exluding modular plateetc.as required..
389	Supplying and fixing modular type blanking plate.:- Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
390	Supplying and fixing modular boxes,base & cover plate:- supplying and fixing following size/ modules, GI boxSupplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc.as required.
391	1 or 2 Module (78mmX78mmx45mm)
392	Supplying and fixing light plug point with modular type accessories :-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).
393	Supplying and fixing power plug point with modular type accessories :- 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).
394	Supplying and fixing S.P. MCB DB :- Supplying and fixing of following way, single pole and neutral, sheet steel, MCB distribution board,240 volts,on surface /recess, complete with tinned copper bushbar, neutral link, earth bar, din bar, interconnections powder painted including earthing etc. as required. (but without MCB/RCCB/Isolator)
395	4 way double door
396	8 way double door
397	Supplying and fixing T.P MCB DB :- Supplying and fixing following way,horizontal type 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,powder painted including earthing etc. as required. (but without MCB / RCCB /Isolator)
398	4 way(4+12)double door Horizontal type
399	6 way (4+18)double door Horizontal type
400	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.
401	single pole(6 to 32A)
402	6/32 amps.SPN
403	32 amps.TPN
404	40 amps.TPN
405	63 amps. TPN
406	Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, \\"C\\"curve including connections, painting etc. as required.
407	Supplying and drawing following pair 0.5 sq mm FR PVC insulated copper conductor unarmored telephone cable in the existing surface / recessed PVC conduit as required,
408	2 Pair
409	4 Pair
410	CABLE & CABLE TRAY
411	Laying of one number PVC insulated and PVC sheathed/ XLPE power cable of l.l KV grade of size not exceeding 35 sq mm direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
412	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade.of following size on wall surface as required.
413	Above 35 sq mm and upto 95 sq mm (clamped with 20mmx3mmGI tape)
414	Laying and fixing of one number PVC insulated and PVC sheathed I XLPE po cable of 1.1 KV grade of following size on wall surface as requireb Above 95 sq. mm to 185 sq mm (clamped with 20mmx3mm GI Tape)
415	Laying of PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of size exceeding185 sq mm but not exceeding 400 sq mm Direct in ground including excavation ,sand cushioning protective covering and refilling the trench etc as required.
416	Laying of one number additonal PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade. of size not exceeding 185 sq mm but not exceeding 400 sq mm Direct in ground in the same trench in one tier horozontztal formating including excavation ,sand cushioning protective covering and refilling the trench etc as required.
417	Supply of PVC/ XLPE Insulated PVC sheathed heavy duty armoured electric cable with alluminium conductor for working voltage upto and including 1100 volts (conforms to IS:1554,part-1)
418	70 sq mm x 3.5 core
419	120 sq mm x 3.5 core
420	300 sq mm x 3.5 core
421	10 sq mm x 2core
422	16 sq mm x 2 core
423	16 sq mm x 4core
424	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
425	2 X 10 sq. mm (19mm)
426	3½ X 70 sq. mm (35mm)
427	3½ X 120 sq. mm (45mm)
428	3½ X 300 sq. mm (70mm)
429	4 X 16 sq. mm (28mm)
430	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5% , in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc.as required.
431	300 mm width X 50 mm depth X 1.6 mm thickness
432	MAIN DISTRIBUTION BOARDS / L.T. PANEL.
433	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.
434	LT PANEL (NORMAL SUPPLY) : -INCOMING (1- sets ) each with following:
435	400 Amp, MCCB FP -1no, Ammeter, ASS, CTs, Voltmeter, VSS, Fuses, 1 Sets of Phase Indicating Lights with fuses & following accessories: -
436	BUS BARS
437	1sets of 500 Amp, 415V, 3 phase, 50 Hz TPN copper bus bars.
438	OUTGOING
439	125 Amp, MCCB FP -8 no
440	25/100 A, MCCB FP -1no
441	6/32 amps.SPN-4no
442	6/32 amps.TPN-2no
443	40 amps.TPN-3no
444	63 amps. TPN-3no
445	LT Panel (Normal) as above ( G.FLOOR)
446	800 amps,35 KA, Adjuslable thermal setting MCCB FP
447	400 amps,35 KA, Adjuslable thermal setting MCCB FP
448	125 amps, 16 KA, fixed thermal setting MCCB FP
449	150/160 amps, 35 KA, fixed thermal setting MCCB FP
450	250 amps, 35 KA, fixed thermal setting MCCB FP
451	25/100 amps, 16 KA, fixed thermal setting MCCB FP
452	6/32 amps.SPN MCB
453	6/32 amps.TPN MCB
454	40 amps.TPN MCB
455	63 amps. TPN MCB
456	LED INDICATOR LAMP R/Y/B/G
457	DIGITAL VOLT METER 500V(3phase class 0.5)
458	DIGITAL A METER 500V(3phase class 0.5)
459	3way 4pole selector switch
460	CT coil of CT tatio 800/5 IS 2705 part 3
461	25MM*5MM(1.15 KG/MTR)copperStrip
462	50MM*5MM(2.30 KG/MTR)copperStrip
463	10 sq mm ISI marked FRLS PVC insulated single core copper conductor cable
464	6 sq mm ISI marked FRLS PVC insulated single core copper conductor cable
465	1.5 sq mm ISI marked FRLS PVC insulated single core copper conductor cable
466	16 sq mm ISI marked FRLS PVC insulated single core copper conductor cable
467	Supplying and fixing wall floor mounted cubical panel board , fabricated with 16 gauge iron sheet suitable for panel mounted switch disconnector ,incliding busbar chamber,insulator and painting etc.as required .(but without busbar copper strip)
468	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 X 40 X 5 mm angle stand and complete with powder painting etc as required. ( But without busbar copper strip)
469	CT coil of CT tatio 200/5 IS 2705 part 3
470	EARTHING & LIGHTNING CONDUCTOR.
471	80mm dia earthing electrode 2mtr Length/ 80mm dia earthing electrode 3mtr Length /50mm dia earthing electrode 2mtr Length/50mm dia earthing electrode 3mtr Length and backfill compound chemical 4 bag (per bag 25Kg)
472	Providing and fixing of lighting conductor finial, made of 25mm. Dia. 300mm. Long copper base plate including holes etc. complete as required.
473	Rivetting, sweating and soldering of copper/GI tape (with another copper/GI tape base of the finial or any other metallic object) as required.
474	Providing and fixing GI tape 20mmx3mm thick on parapet or surface of wall for lightning conductor as reqd.(for horizontal run)
475	Providing and fixing GI tape 20mmx3mm thick on parapet or surface of wall for lightning conductor as reqd.(for vertical run)
476	SUPPLY OF LIGHTING FIXTURES & FANS
477	Supplying, Installation, Testing & Commissioning of following rating surfface mounted LED tube light fitting suitabe for 230v 50Hz single phase supply etc complete as required.
478	20/22w LED tube light
479	Supplying, Installation, Testing & Commissioning of following rating LED post top lamp made in die cast aluminium housing with decotative clear / opal acrylic diffuser on existing pipe including connection with 1.5 sq mm copper conductor etc all complete as required.
480	20/25w LED post top lamp opel
481	Supplying, Installation, Testing & Commissioning of floowing rating LED Flood lighting luminarie with pressure die cast housing and toughened glass cover (IP 66 protection) in existing pole/pipe for supply voltage 1C[.Z70Y AC,50Hz. Luminarie shall be confirm tolS:,1,0322part-5/section-5 and shall be complete with all neccssary accessories as required.
482	30W LED Flood light
483	Supplying, Installation, Testing & Commissioning of following rating recess/ surfface mounted LED round /square shape down light luminaierewith pressure die cast housing for single phase supply voltage luminarie shall be confirm to IS:10322 part-5/section 2 or IEC :62722 with all necessary accessories as required.
484	12w LED round down light.
485	18/20w LED round down light.
486	2\\"x2\\"LED panel light
487	Supplying, Installation, Testing & Commissioning of following size ceiling fan 3 blades confirming to IS-374:2019including wiring the down rods of standared length (upto 30 cm)with 1.5 sq mm FR PVC insulated copper wire suitable for 230v 50Hz single phase supply etc.as required.
488	1200mm (48\\")BLDC 5 star rating 32w Ceiling fan
489	1400mm (56\\")BLDC 5 star rating 32w Ceiling fan
490	9\\" (230) mm )metal exaust fan
491	12\\" (300) mm )metal exaust fan
492	16'(400mm) Wall mounted fan
493	Providing of bulkhead fitting with 9/10w LED bulb.
494	LED strip light 24volt DC with IP:65 rated in different colours of length Smtr. and power 5W per mtr. including driver. IS:10322partl/ section 7
495	Cable junction box
496	Supplying of conical pole of height 3 mtr with top dia 75mm /as per fitting, Bottom dia 105(+5/-5)mm sheet thickness 3mm and base plate 200x200x12mm with PU painted in different colour as required.
497	Supplying of foundation bolt of size M-20 600MM
498	Erection of metallic pole upto 4.5mtr length in cement concrete 1:3:6 (1 cement :3 coarse sand :6 gradedstone aggregate 40m m nominal size )foundation including excavation and refilling etc.as required(3mtr pole)
499	D.G. SET
500	Silent type D.G Set of capacity 500 KVA With AMF Panel IS/IEC-600311 IS: 1460 IS: 13018 including all accessories and all fittings complete job. .

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Tender For Construction Of New Building(Science Block(G+6), Arts Block (B+G+6), Miscellaneous Work Of J.L.N. College, Chakradharpur Under Kolhan University, Chaibasa (Part-A), Chaibasa-Jharkhand

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Tender For Construction Of New Building(Science Block(G+6), Arts Block (B+G+6), Miscellaneous Work Of J.L.N. College, Chakradharpur Under Kolhan University, Chaibasa (Part-A), Chaibasa-Jharkhand

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