Tender For Provision Of 07 Nos Type-Iii Accommodation (G Plus I) In 02 Blocks Including Allied Development Works For No 3 Mgar At Jorhat Garrison (Assam), Jorhat-Assam

TDR : 47377869

Tender Notice
Corrigendum Details
BOQ

Expired

Jorhat , Assam

Tender Brief : Corrigendum : Tender For Provision Of 07 Nos Type-Iii Accommodation (G Plus I) In 02 Blocks Including Allied Development Works For No 3 Mgar At Jorhat Garrison (Assam)

Document Fees
₹ 5900 /-

EMD
₹ 498000.0 /-

Tender Value
₹ 2.48 Crore /-

Submission Date
14-02-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-02-2025	Corrigendum-1	Date	14-02-2025

Name of Work: Provision of 07 Nos Type III accommodation (G+I) in 2 blocks including allied development works for No. 3 MGARat Jorhat Garrison (Assam)

Sl. No.	Item Description
1	DSR-CIVIL WORKS
2	EARTH WORK
3	Clearing jungle including uprooting of rank vegetation grass brush wood trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
4	Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm. Deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m
5	All kinds of soil
6	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including disposal of excavated earth lead up to 50 m and lift upto 1.5 mtr disposed earth to be levelled and neatly dressed.
7	All kinds of soil
8	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
9	All kinds of soil
10	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 and for all lift.
11	Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete.
12	Supplying chemical emulsion in sealed containers including delivery as specified
13	Chlorpyriphos / Lindane emulsifiable concentrate of 20%
14	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
15	Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.:With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
16	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
17	CONCRETE WORK
18	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.
19	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)
20	1:3:6 (1 cement : 3 coarse sand : (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal sizederived from natural sources )
21	1:4:8 (1 Cement : 4 coarse sand : (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
22	Providing and laying damp proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
23	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification.
24	Providing and applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
25	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed by dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation,leveiling & dressing & finishing the top smooth.
26	REINFORCED CEMENT CONCRETE WORK
27	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work using coarse aggregate & fine aggregate derived from natural sources, portland pozzolana/ordinary portland/portland slag cement, admixtures in recomended proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability & 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 & reinforcement as per direction of the engineer-in-charge, for the following grades of concrete : Note : Extra cement upto 10% of the minimum specified cement content in design mix shall be payble seperately. In case the cement content in design mix is more than 110% of the specified minimum cement content,the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
28	All works upto plinth level: Concrete of M25 grade with minimum cement content of 330kg/cum
29	All works above plinth level upto floor V level: Concrete of M25 grade with minimum cement content of 330kg/cum
30	Add for using extra cement in the items of design mix over and above the specified cement content therein.
31	Centering and shuttering including strutting propping etc. and removal of form work for :
32	Foundations, footings, bases of columns etc. for mass concrete.
33	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
34	Suspended floors, roofs, landings, balconies and access platform.
35	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
36	Columns, pillars, piers, abutments, posts and struts.
37	Stairs (excluding landings) except spiral staircases.
38	Weather shade, Chajjas, corbels etc., including edges
39	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
40	Thermo-Mechanically treated bars of grade Fe-500D or more
41	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
42	Thermo-Mechanically treated bars of grade Fe-500D or more
43	BRICK WORK
44	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
45	Cement Mortar 1:4 (1 cement : 4 coarse sand).
46	Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks 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).
47	Providing and laying autoclaved aerated cement blocks masonry with 100 / 115mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
48	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
49	WOOD WORK
50	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).
51	Kiln seasoned and chemically treated hollock wood
52	Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge.
53	Kiln seasoned and chemically treated hollock wood: 35 mm thick shutters
54	Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
55	Kiln seasoned and chemically treated hollock wood
56	Providing and fixing ISI marked flush door shutters conforming to IS 2202 (part I) decorativie type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters
57	35 mm thick including ISI marked stainless steel butt hinges with necessary screws
58	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
59	Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (Twin rubber stopper)
60	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.
61	250 x 16 mm
62	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 colour or shade with necessary screws etc. complete.
63	200 x 10 mm
64	150 x 10 mm
65	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
66	100 mm
67	Providing and fixing wire gauge shutters using galvanized MS wire gauge of average width and aperture 1.4 mm in both direction with wire of 0.63mm, for door windows and clerestory windows with hinges and necessary screws : 35mm thich shutter-Kiln seasoned and chemically treated hollock wood
68	Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer\"s specification and direction of Engineer -in- charge.
69	35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as anel, all complete as per manufacturer\"s specification and direction of Engineerin-charge.
70	Non decorative finish (matt finish)
71	Providing and fixing fly roof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3mm and nuts & bolts complete.
72	Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.
73	STEEL WORKProviding and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners,all necessary fittings complete, including applying a priming coat of approved steel primer.
74	Using M.S. angels 40x40x6 mm for diagonal braces
75	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
76	Fixed to openings /wooden frames with rawl plugs screws etc.
77	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.
78	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
79	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works,including applying priming coat of approved steel primer.
80	M.S. tube
81	Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.
82	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
83	ALUMINIUM WORK
84	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) :
85	For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron)
86	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): Powder coated aluminium (minimum thickness of powder coating 50 micron)
87	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.
88	With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
89	Extra for providing frosted glass panes 4 mm thick(weight not less than 10kg/sqm) instead of ordinary float glass panes 4 mm thick(weight not less than 10kg/sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
90	Filling the gap in between aluminium / stone / wood frame and adjacent rcc / Brick / Stone / Wood / Ceramic / Gypsum work by providing weather / structuralnon sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600
91	Upto 5 mm depth and 5 mm width
92	Upto 10 mm depth and 10 mm width
93	PLASTERING & POINTING WORK
94	Cement Plaster (In Coarse Sand)
95	12 mm cement plaster of mix : 1:6 (1 cement : 6 coarse sand)
96	15mm plaster on rough side of single brick work:1:6 (1 cement : 6 coarse sand)
97	20 mm cement plaster of mix :1:6 (1 cement : 6 coarse sand)
98	6 mm cement plaster of mix.:1:3 (1 cement : 3 fine sand)
99	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
100	Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs. cement used in cement mortar as per 50 Kg of directions of Engineer-in-Charge.
101	Neat cement punning
102	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
103	Finishing walls with Acrylic Smooth exterior paint of required shade :
104	New work (Two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied@ 2.20 kg/10 sqm)
105	Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :
106	Two or more coats on new work over an under coat ofsuitable shade with ordinary paint of approved brand andmanufacture
107	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour.
108	Two coats
109	Applying priming coat :
110	With ready mixed red oxide zinc chromate primer ofapproved brand and manufacture on steel galvanised iron/steel works
111	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
112	With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre
113	With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
114	FLOORING WORK
115	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
116	Double charge vitrified tile polished finish of size: Size of Tile 600 x 600 mm
117	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete
118	Size of Tile 600x600 mm
119	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
120	25 mm thick
121	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
122	Providing and laying Ceramic glazed floor tiles of size 300x300 mm(thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete.
123	Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
124	WATER PROOFING TREATEMENT WORK
125	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.
126	110 mm diameter
127	Providing and fixing on wall face unplasticised- PVC moulded fittings / accessories for 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.
128	Coupler: 110 mm
129	Single tee without door: 110x110x110 mm
130	Bend 87.5° :110 mm bend
131	Shoe (Plain): 110 mm
132	Providing and fixing unplasticised PVC pipe clips of approved design to unplasticised PVC rain water pipes by means of 50 x 50 x 50 mm hard wood plugs screwed with MS screws of required length including cuting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete
133	110 mm
134	Providing and fixing to the inlet mouth of rain water pipes cast iron grating 15 cm diametre and weighing not less than 440 grams.
135	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
136	In 75x75 mm deep chase
137	Making khurras 45 x 45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge and making and finishing the outlet complete.
138	Grading roof for water proofing treatment with
139	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
140	Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixedwith 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately).
141	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 ACI- 212-3R-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.
142	For vertical surface two coats @ 0.70 kg per sqm
143	For horizontal surface one coat @1.10 kg per sqm.
144	ROAD WORK
145	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
146	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.
147	60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
148	80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
149	DSR: SANITARY, WATER SUPPLY AND DRAINAGE WORKS
150	SUBHEAD NO. 1 : SANITARY INSTALLATIONS
151	Providing and fixing white vitreous china pedestal type water closet (european Type W.C. pan) with seat and lid, 10 litre low level pvc flushing cistern,including flush pipe,with manualy controlled device within brackets handle lever,conforming to IS:7231,with all fittings & fixtures complete, including cutting and making good the walls & floors wherever required.
152	W.C. pan with ISI marked white solid plastic seat and lid
153	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass piller taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required :
154	White vitreous China Wash basin size 630X450mm with a single 15 mm C.P. brass pillar tap
155	White vitreous China Flat back wash basin size 550 x 400 mm with single 15 mm C.P. brass piller taps
156	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS : 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
157	Kitchen sink with drain board: 510x1040 mm bowl depth 200 mm
158	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
159	Semi rigid pipe: 32 mm dia
160	Providing and fixing soil, waste and vent pipes
161	100 mm dia: Sand cast iron S&S pipe as per IS: 1729
162	Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
163	100mm
164	Providing and fixing M.S. holder-bat clamps of approved design to Sand cast iron (spun) pipe embedded in and including cement concrete blocks 10X10X10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of cutting holes and making good the walls etc.
165	For 100 mm dia Pipe
166	Providing and fixing bend of required degree with access door, insersion rubber washer 3mm thick, bolts and nuts complete.
167	100 mm: Sand cast iron S & S as per IS - 1729
168	Providing and fixing plain bend of required degree
169	100 mm: Sand cast iron S & S as per IS - 1729
170	Providing and fixing heel rest sanitary bend
171	100 mm: Sand cast iron S & S as per IS - 1729
172	Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3mm thick, bolts and nuts complete:
173	100X100X100X100 mm: Sand cast iron S & S as per IS - 1729
174	Providing and fixing single equal plain junction of required degree with door, insertion rubber washer 3 mm thick, bolts and nuts complete.
175	100X100X100 mm: Sand cast iron S & S as per IS - 1729
176	75X75X75 mm: Sand cast iron S & S as per IS - 1729
177	Providing and fixing single equal plain junction of required degree
178	100X100X100 mm: Sand cast iron S & S as per IS - 1729
179	Providing and fixing double unequal of junction required degree with door, insertion rubber washer 3 mm thick, bolts and nuts complete.
180	100X100X75X75 mm: Sand cast iron S & S as per IS - 1729
181	Providing and fixing sand cast iron S & S off sets as per IS : 1729.
182	152 mm off sets: With100 mm dia pipe
183	Providing and fixing terminal guard:
184	100 mm: Sand cast iron S & S as per IS - 1729
185	Providing and fixing collar :
186	100 mm: Sand cast iron S & S as per IS - 1729
187	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors:
188	100 mm inlet and 100 mm outlet: Sand cast iron S & S as per IS - 1729
189	Painting sand cast iron / centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate, grey of buff etc. over a coat of primer (of approved quality) for new work.
190	100 mm diameter pipe
191	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
192	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P brass screws with concealed fitting arrangement of approved quality colour.
193	600 mm long towel rail with total length of 645 mm width 78 mm and effective height of 88 mm, weighing not less than 190 gms
194	Providing and fixing PTMT soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality colour and make, weighing not less than 105 gms.
195	Providing and fixing 600 X 450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with CP brass screws and washers complete .
196	Providing and fixing 600X120X5 mm glass shelf with edges round of supported on anodised aluminium angle frame with CP brass brackets and guardrail complete fixed with 40 mm long screws, rawl plugs etc. complete
197	SUBHEAD NO. 2 : WATER SUPPLY
198	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. (Internal Work: Exposed on wall)
199	PN - 16 Pipe, 20mm OD (SDR-7.4)
200	PN - 16 Pipe, 25mm OD (SDR-7.4)
201	PN - 16 Pipe, 32mm OD (SDR-7.4)
202	PN - 16 Pipe, 40mm OD (SDR-7.4)
203	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing 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 Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
204	15mm dia nominal bore
205	20mm dia nominal bore
206	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer)pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. (External Work)
207	PN - 16 Pipe, 40 mm OD (SDR-7.4)
208	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)
209	25mm nominal bore
210	32 mm nominal bore
211	40 mm nominal bore
212	Providing and fixing brass stop cock of approved quality
213	15mm nominal bore
214	20mm nominal bore
215	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
216	25 mm nominal bore
217	Providing and fixing gun metal non-return valve of approved quality (screwed end):
218	40mm nominal bore: Vertical
219	Providing and fixing CP Brass shower rose with 15 or 20mm inlet:
220	100mm dia.
221	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in reiforced cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :
222	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
223	Providing and placing on terrace (at all floor levels) polythene water storage tank ISI:12701marked with cover and suitable locking arrangement and making necessary hole for inlet, outlet and overflow pipe but without fittings and the support for tank
224	Providing and fixing PTMT, push cock of approved quality and colour.
225	15 mm nominal bore, 98 mm long, weighing not less than 75 gms
226	Providing and fixing PTMT grating of approved quality and colour.: Circular type
227	100 mm nominal dia
228	125 mm nominal dia with 25 mm waste hole
229	Providing and fixing C.P. brass bib cock of approved quality conforming to IS 8931.
230	15 mm nominal bore
231	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms
232	15 mm nominal bore
233	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS : 8931
234	15 mm nominal bore
235	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931
236	15mm nominal bore
237	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete
238	150 mm diameter
239	Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-roundS.W. pipes including bed concrete as per standard design:
240	150 mm diameter S. W. pipe
241	Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design:
242	150 mm diameter S. W. pipe
243	Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kind of soil
244	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
245	Providing and fixing square-mouth S.W gully trap class SP-1 complete with C.I. grating brick masonary chamber with water tight C.I. cover with frame of 300X300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:
246	180 X 150 mm size P type: With common burnt clay F.P.S. (non- modular) Bricks class designation 7.5
247	Constructingbrick masonary manholein cement mortar 1:4 (1 cement: 4 coarse sand) RCC top slab with 1:1.5:3 mix (1 cement:1.5 coarse sand(zone-III):3 graded stone aggregate 20 mm nominal size) fondation concrete 1:4:8 mix(1 cement: 4 coarse sand:(zone-III) 8 graded stone aggregate 40 mm nominal size) inside plastering 12 mm thick with cement mortar1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement and making channel in cement concrete 1:2:4 ( 1 cement: 2 coarse sand: 4 graded stone aggregated 20 mm nominal size) finished with a floating coat of a neat cement complete as per standard design.
248	Inside size 90x80 cm and 45 cm deep including C.I.cover with frame (light duty) 455x610 mm internal dimensions totalweight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg.):With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
249	Extra for depth for manholes
250	Size 90 X 80 cm: With common burnt clay F.P.S. (non modular) bricks with class designation 7.5
251	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. ( M D - 10)
252	Circular shape 500 mm internal diameter
253	Making soak pit 2.5 m diameter 3.0 metre deep with 45X45cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 long complete as per standard design
254	With common burnt clay F.P.S. (non- modular) Bricks class designation 7.5
255	DSR:-INTERNAL AND EXTERNAL ELECTRICAL WORKS
256	WIRING:WIRING IN PVC CONDUIT
257	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.
258	Group A
259	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required
260	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
261	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
262	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
263	2 X 6 sq. mm + 1 X 6 sq. mm earth wire
264	2 X 10 sq. mm + 1 X 6 sq. mm earth wire
265	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
266	5/6 amps switch
267	3 pin 5/6 amp socket outlet
268	Supplying & fixing call bell/ buzzer suitable for single phase,230 volts, complete as required.
269	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
270	Supplying and fixing modular blanking plate on the exixting modular plate and switch box excluding modular plate as reqd.
271	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and switch, connection etc. as required. (For light plugs to be used in non residential buildings).
272	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
273	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required.
274	Upto 450 mm sweep
275	MCCB, MCB & DB’S
276	Supplying and fixing following way,single pole and neutral,sheet steel MCB distribution board, 240 volts on surface/ recess, complete with tinned copper bus bar,neutral bus bar,earth bar,din bar,interconnections,powder painted including earthing etc. as required.(But without MCB/ RCCB/ Isolator)
277	12 way, Double door
278	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 bus bar,neutral bus bar,earth bar,din bar,interconnections,powder painted including earthing etc. as required.(But without MCB/ RCCB/ Isolator)
279	4 way (4 + 12), Double door
280	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts,10 Ka, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
281	Single pole
282	Double pole
283	Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.
284	63 amps
285	Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.
286	EARTHING
287	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
288	Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
289	Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required.
290	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm)
291	LIGHTNING CONDUCTOR
292	Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, GItube, having single prong at top, with 85 mm dia 3 mm thick GIbase plate including holes etc. complete as required.
293	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run)
294	Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run)
295	Providing and fixing testing joint, made of 20 mm X 3 mm thick G.I. strip, 125 mm long, with 4 nos. of G.I. bolts, nuts, chuck nuts and spring washers etc. complete as required.
296	Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required.
297	Above 6.5 metre and upto 8.0 metre
298	MV CABLE LAYING
299	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.
300	Upto 35 sq. mm
301	MV CABLE JOINTING & END TERMINATION
302	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.
303	2 X 6 sq. mm (19mm)
304	4 X 16 sq. mm (25mm)
305	Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required.
306	Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc., including supplying and fixing ball and socket arrangement, 2 no. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required.
307	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required.
308	Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
309	Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required
310	100 mm dia
311	Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.
312	100 mm dia
313	150 mm dia
314	NON DSR- CIVIL WORKS.
315	Soil replacement below foundation to improve bearing capacity of soil by excavating 3m earth (cost of excavation to be paid separately), compacting the base of excavated part then replacing it with sand and gravel compaction for 1m depth. The replacement material should be of good quality with a minimum dry density 1.7 gm/cc. Compaction should be at least 95% MDD (maximum dry density). After completion of sand gravel cushioning process, a plate load test to be done to check the achievement of desired SBC as per soil report. The total process to be done strictly as per direction of Engineer in charge. The item includes supply of all materials, labour, tools tackles ( including hand roller / surface vibrator) etc. complete.
316	NON DSR- INTERNAL AND EXTERNAL ELECTRICAL WORKS.
317	P/I metering arrangement in MS enclosure matching with thevetical /Horizotal TPDB to be fixed at the top of the DB i/c matching color as per following:0-500v, analog voltmeter with VSS control fuse-1set
318	LED indicating lamp-3nos (MAKE: AE/L&T )
319	Supplying , transportation & delivery at sight of 7M long MS steel tubular pole type 410 SP-3, with one coat of MS primer paint, and as per IS: 2713-1986 includingMS bracketat the top about 0.7m long projection single arm arch bracket with 40m dia MS nipple for holding light fittings, , base plate, cap, earthing stud etc. with supply and fixing of weather proof 16 SWG thick G.I. Loop- box atthe pole base weather proof type of 200 X 150X100 mm size having front with locking arrangement and with 4 pole terminal supported on insulators, 1 No. 15A kitkat fuse, earthing stud , duly connected, 2 Nos. 32mm bore polythene pipe embedded in concrete for cable entry & outgoing etc. as required.(The concrete foundation size : Under ground 400 x 400 x 1150 (depth) with above ground pedestral of 300 x 300 x 450,where loop boox to be accomodated. Erection of pole to be paid separetly.) Make : SUBHAM POLES or Equiv.
320	Providing & installing pole wiring with 3 x 1.5 sq.mm PVC copper wire including earthing the pole and connecting to Loop in and Loop out box to installed at the base of the pole with connection and installed the M.S. box in cement concrete foundation. The pole shall be painted with 2 coats of aluminium paint over single coat of MS primer paint as per direction of E/I.
321	Supply and installation of streetlight fittingincluding 45W LED, Smart Bright Essential and 40mm dia MS pipe of suitable length with clamping, wiring, connection as reqd. Philips cat no. BRP031 LED45 CW SLR GR PSU SPD OR EQIV.
322	Supply & installation of GI earth spike of about 20mm dia X 1800 mm long in ground near each street pole including supply & installation of 8 SWG GI wire from earth spike to earthing bolt of street pole through 3/4\" PVC pipe installed in Pole foundation, connection as required.
323	Supply of Alluminium conductor, PVC/XLPE insulated, armoured, overall PVC sheathed 1100 Volts Grade Power Cables Confirming to IS 1554 / 7098 ( Part - I ) 1988 with latest amendments of following sizes :
324	2C X 6 sq. mm
325	4 X 16 sq. mm
326	Supply , transportation and delivery at site singleIndoor 20W LED Tube light Batten type Fitting complete. Model - Essential SmartBright Batten, Equivalent to Philips cat no. BN170C LED20S-6500 PSU L120. or Equivalent.
327	Supplying & Fixing surface ceiling/wall mounted 20W LED decorative round downlighter, Model -Sleek Surface Prosimilar to Philips Cat No - SM296C LED20S-6500 PSU WH or Equivalent.
328	Supplying & Fixing surface ceiling/wall mounted 20W LED decorative round downlighter, Model -Sleek Surface similar to Philips Cat No - SM251/261 LED20S 6500 PSU WH or Equivalent.
329	Supply & Fixing ofstreet light fitting including 25W LED, Smart Bright Essential, Philips BRP029 LED25 CW SLR GR PSU SPD OR EQIV..
330	Supply , transportation and delivery at site following size of Ceiling/ Exhaust/wall bracket/PadestalFan of following description as reqd.(Usha/Bajaj/Khaitan/EPC or eqv.
331	1200mm(48\") sweep AC Ceiling Fan, Model striker 1 STAR (safety wire) & S3/P2 capacitor complete with downrod/Blade/ canopy.
332	1400mm(56\") sweep AC Ceiling Fan, Model striker 1 STAR (safety wire) & S3/P2 capacitor complete with downrod/Blade/ canopy.
333	Metal exhaust light duty 230mm(9\") Aeroclean LD GBD AC exhaust fan.
334	Supply of Al Louver for 230 mm exhaust fan
335	Fixing only outdoor street light type fluorescent light fitting or MV light fitting complete with allaccessories to be fixed /projected from the wall of the building incl. making holes/providing clampingarrangement & necy. GI reducer as required. S&F 40 mm GI pipe (ISI-Medium) quality 1.5 mts.average length having suitable bend S&F necy. length of 1.5 sqmm PVC insulated single core stranded annealed copper wire and making connections as required and mending good damages to wall incl. painting etc.
336	S.I.T.C. of ISI marked 9 Ltr. capacity Water typeportable fire extinguisher (IS:15683), with gun-metal cap and nozzle including initial fill & wall suspension bracket and complete in all respect with all labour, tools & plants, transportation, taxes, levies etc.
337	\"NOTE:-THE ABOVE RATE SHALL BE INCLUSIVE OF ALL TAXES & DUTIES, ROYALTIES, CESS, FEE, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES (IF ANY), OR ANY OTHER INCIDENTAL CHARGES ETC INCLUDING GST.\"

Also Visit

Tenders

Assam Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Provision Of 07 Nos Type-Iii Accommodation (G Plus I) In 02 Blocks Including Allied Development Works For No 3 Mgar At Jorhat Garrison (Assam), Jorhat-Assam

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Provision Of 07 Nos Type-Iii Accommodation (G Plus I) In 02 Blocks Including Allied Development Works For No 3 Mgar At Jorhat Garrison (Assam), Jorhat-Assam

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us