Construction Of New Communication Complex ( Priority-Ii , Package-I ) In Replacement Of Package-Ii At Air Force Station , Uttarlai , Distt . Barmer ( Raj ) . , Air Force Station Uttarlai Distt Barmer-Rajasthan

TDR : 22927174

Tender Notice
BOQ

Expired

Air Force Station Uttarlai Distt Barmer , Rajasthan

Tender Brief : Construction Of New Communication Complex ( Priority-Ii , Package-I ) In Replacement Of Package-Ii At Air Force Station , Uttarlai , Distt . Barmer ( Raj ) .

Document Fees
₹ 1770 /-

EMD
₹ 267407.0 /-

Tender Value
₹ 1.33 Crore /-

Submission Date
27-12-2019

Competition Type
Indian

Bidding Type
Tender

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Name of work: Construction of new communication complex (Priority-II, Package-I) in replacement of Package-II at Air Force Station, UTTARLAI, Distt. Barmer . (Raj)
1	1	Sub-Head : Earth Work
2	2	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge.
3	3	All kinds of soil.	217	Cum
4	4	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50 m and lift up to 1.5m, as directed by Engineer-in-Charge.
5	5	Ordinary rock	206	Cum
6	6	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
7	7	All kinds of soil.	4	Cum
8	8	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	427	Cum
9	9	Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete.	1065	Cum
10	10	Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
11	11	Ordinary or hard rock.	64	Cum
12	12	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.	27	Cum
13	13	Supplying and filling in plinth with stone agg 20 mm nominal size under floors, including watering, ramming, consolidating and dressing complete.	19	Cum
14	14	Supplying, filling, spreading, leveling and ramming stone boulders of size range 5 cm to 22.5 cm, in plinth under floor in layer of 22.5 cm thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.	173	Sqm
15	15	Sub-Head : Concrete Work
16	16	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
17	17	1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural resources : 3 graded stone aggregate 20 mm nominal size derived from natural resources).	6	Cum
18	18	1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural resources : 4 graded stone aggregate 6-20 mm nominal size derived from natural resources )	1	Cum
19	19	1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural resources : 10 graded stone aggregate 40 mm nominal size derived from natural resources )	276	Cum
20	20	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
21	21	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural resources : 4 graded stone aggregate 20 mm nominal size derived from natural resources )	3.5	Cum
22	22	Sub-Head : Reinforced Cement Concrete
23	23	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 :
24	24	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural resources : 3 graded stone aggregate 20 mm nominal size) derived from natural resources	78	Cum
25	25	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. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
26	26	1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural resources : 3 graded stone aggregate 20 mm nominal size derived from natural resources )	14	Cum
27	27	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 up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5coarse sand (zone-III) derived from natural resources : 3 graded stone aggregate 20 mm nominal sizederived from natural resources ).	47	Cum
28	28	Centering and shuttering including strutting, propping etc. and removal of form for :
29	29	Foundations, footings, bases of columns, etc. for mass concrete.	83	Sqm
30	30	Suspended floors, roofs, landings, balconies and access platform.	193	Sqm
31	31	Lintels, beams, plinth beams, girders, bressumers and cantilevers.	322	Sqm
32	32	Columns, Pillars, Piers, Abutments, Posts and Struts.	193	Sqm
33	33	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	96	Sqm
34	34	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)
35	35	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured).	226	Sqm
36	36	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to & above plinth level.
37	37	Thermo-Mechanically Treated bars of grade Fe-500D or more.	20000	Kg
38	38	Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand)	370	Sqm
39	39	SH Brick work
40	40	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
41	41	Cement mortar 1:6 (1 cement : 6 coarse sand)	149	Cum
42	42	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
43	43	Cement mortar 1:6 (1 cement : 6 coarse sand)	84	Cum
44	44	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
45	45	Cement mortar 1:4 (1 cement :4 coarse sand)	68	Sqm
46	46	Extra for providing and placing in position 2Nos 6mm dia M.S bars at every third course of half brick masonary	68	Sqm
47	47	Sub-Head : Wood and PVC Work
48	48	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.	15	No.
49	49	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 :
50	50	300x16 mm	3	No.
51	51	250x16 mm	3	No.
52	52	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 :
53	53	300x10 mm	11	No.
54	54	150x10 mm	11	No.
55	55	Providing and fixing glazing in fire resistant door shutters, fixed panels, ventilators & partitions etc., with G.I. beading made out 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance of 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant primer/ powder coating of not less than 30 micron on G.I. beading & special ceramic tape of 5 x 20 mm size etc. complete in all respect as per NBC 2016, IS 16231 (Part 3) :2016 and as per direction of Engineer-in-charge with glass of 8mm thickness having 2 hrs of fire resistance both integrity & radiation control (EW60) and minimum 20 min of insulation (EI20).
56	56	The manufacturer has to give test report / certification of fire glass and the glass should have the stamp showing the value of E, EW & EI. The glass shall be tested in approved NABL accredited lab or any other accreditation body which operates in accordance with ISO/ IEC 17011 and accredits labs as per ISO/ IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100 x 2200 mm (w x h) or 2.42 sqm.	3	Sqm
57	57	Providing and fixing 48 mm thick fire resistant flush door shutters of 120 minutes fire rating conforming to IS:3614 (Part-II):1992, BS:476(Part 20&22) & ISO:834 tested and certified as per laboratory approved by Engineer-in-charge with suitable mounting on doorframe, consisting of 2 hrs fire rating 8 mm thick toughened vision glass. Door leaves to be fabricated out of 1 mm thick galvanized steel sheet to provide a 48 mm thick fully flush, double skin door shell with seamless welding all around. The internal construction of the door shall be specially designed with infill to give 2 hrs fire rating, all complete as per direction of Engineer-in-charge including Providing and fixing required pressed steel B profile door frames conforming to IS: 4351, manufactured from galvanized steel sheet of 1.60 mm thickness with required number & size of anchor dash fasteners including brass or stainless steel bearing hinges 3 mm thick .The door frame and shutters are zink phophate with appoxy primer and finish with PU paint. All doors should have suitable locking mechanism with three key each and required 300 mm long 16 mm dia stainless steel handles as per size of shutter complete.	8	Sqm
58	58	Sub-Head : Steel Work
59	59	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	424	Kg
60	60	Supplying and fixing rolling shutters 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 of adequate strength conforming to IS: 4454 -part 1 and M.S. top cover of required thickness for rolling shutters.
61	61	80x1.25mm M.S. laths with 1.25 mm thick top cover.	14	Sqm
62	62	Extra for providing mechanical device chain and crank operation for operating rolling shutters.
63	63	Exceeding 10.00 sqm and upto 16.80 sqm in the area.	14	Sqm
64	64	Providing and fixing MS chequered plate cover 8 mm thick in required size including provision of handle min 10 dia MS round bars as directed by engineer in charge	500	Kg
65	65	Providing and fixing 100 mm dia G I pipe B class including embedding in RCC member as directed by engineer in charge	20	Metre
66	66	Sub-Head : Flooring
67	67	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.
68	68	40mm thick with 20mm nominal size stone aggregate.	85	Sqm
69	69	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50kg of cement or as per manufactures specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.	85	Sqm
70	70	Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
71	71	18 mm thick.	15	Sqm
72	72	Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
73	73	40 mm wide and 4 mm thick.	159	m
74	74	60 mm wide and 4 mm thick.	114	m
75	75	Providing and fixing 10mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding and joints filled with acid and/or alkali resisting cement as per IS : 4457 complete as per the direction of Engineer-in- Charge.
76	76	In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).
77	77	Acid and alkali resistant tile.	16	Sqm
78	78	In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand).
79	79	Acid and alkali resistant tile.	13	Sqm
80	80	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) : ( size of the same not to be les than 900x1200mm or as required at site)
81	81	25 mm thick.	78	Sqm
82	82	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades in flooring, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
83	83	Size of Tile 600x600 mm	42	Sqm
84	84	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 (1cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete.
85	85	Size of Tile 600x600 mm	5	Sqm
86	86	Providing and fixing 18mm 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 20mm 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.
87	87	Granite of any colour and shade
88	88	Area of slab upto 0.50 sqm	39	Sqm
89	89	Providing and fixing removable raised/false access flooring with system and its components of approved make for different plenum height with possible height adjustment upto 50mm, comprising of modular load bearing floor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of :
90	90	(a) Providing at required spacing to form modular framework, pedestals made out of GI tube of thickness minimum 2 mm and 25mm outer diameter, fully welded on to the G.I. Base plate of size 100mmx100mmx3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75mmx75mmx3.5mm welded with GI fully threaded stud16mm outer diameter with two GI Check nuts screwed on the stud for level adjustment upto 50mm, locking and stabilizing the pedestal head in position at the required level. The pedestals shall be fixed to the subfloor (base) through base plate using epoxy based adhesive of approved make or the machine screw with rawl plug.
91	91	(b) Stringers system in all steel construction hot dipped galvanized of rectangular size 570x25x30x0.80mm thick having holes at both ends for securing the stringers on to the pedestal head using fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assembly shall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel, the system shall provide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete as per the architectural drawings, as specified and as directed by the Engineer-in-charge.
92	92	c) Providing and fixing Access Floor panel of 600x600x35 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall be steel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange).
93	93	The panel should be Corroresist epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate is filled with Pyrogrip noncombustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology upto 1mm thickness for superior adhesion and Surface flatness within 0.75mm.The panel is to withstand a Concentrated Load of 363 kgs applied on area 25mm x 25mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minimum 1250 kg/sqm and an impact load of 50kg all complete as per the approved manufacturers specification and as per the direction of Engineer-in-charge. All specification must be printed on the side of the panel to ensure the quality of the product.
94	94	450 mm Finished Floor Height (FFH).	85	Sqm
95	95	Providing accessories for false flooring system
96	96	Grommet 125mm	5	Nos.
97	97	Double cup panel lifter	1	No.
98	98	Air plug with usable size 200x100mm	5	Nos.
99	99	Air flow steel perforted panel 46% opening with damper.including adjustable arrangement with following specification:	20	Nos.
100	100	i) Uflex standard air flow Grills - 46%
101	101	ii) Size of active Grill 600X600 mm
102	102	iii) CFM 600-700
103	103	iv) concentrated load 450 KG
104	104	v) uniformly distributed load 1350 Kgs/PerSqm
105	105	vi) Air flow direction Standard/ Single Direct * ( Manufacturer's Technical specification)
106	106	Sub-Head : Roofing
107	107	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.
108	108	110 mm diameter	20	m
109	109	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.
110	110	Bend 87.5°
111	111	110 mm bend	4	No.
112	112	Shoe (Plain)
113	113	110 mm Shoe	4	No.
114	114	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hardwood 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.
115	115	110 mm	12	No.
116	116	Providing and fixing tiled false ceiling of approved materials of size 595x595 mm in true horizontal level, suspended on interlocking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
117	117	Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
118	118	tiles of size 595x595 mm, minimum 15 mm thick manufactured from high density glasswool, having an NRC ( Noise Reduction Coefficient) of 0.7. Tiles should withstand a permanent ambient RH up to 95% without sagging. Tiles should be of make Gyproc/ Armstrong/ Decosonic or equivalent.	154	Sqm
119	119	Sub-Head : Finishing
120	120	12 mm cement plaster of mix :
121	121	1:6 (1 cement: 6 coarse sand)	247	Sqm
122	122	15 mm cement plaster on rough side of single or half brick wall of mix :
123	123	1:6 (1 cement: 6 coarse sand)	509	Sqm
124	124	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement: 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement: 3 coarse sand) finished rough with sponge.	320	Sqm
125	125	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.	874	Sqm
126	126	Finishing walls with Acrylic Smooth exterior paint of required shade :
127	127	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).	948	Sqm
128	128	Applying priming coat :
129	129	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works	32	Sqm
130	130	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
131	131	Two or more coats on new work.	52	Sqm
132	132	Wall painting with anti dust fire retardant plastic emulsion paint of approved brand and manufacture to give an even shade:
133	133	Two or more coats on new work	568	Sqm
134	134	Extra for labour & material required in colour or shed for camouflage painting as per design pettern supplied by Air Force authority on agmt. item Finishing walls with Acrylic Smooth exterior paint of required shade :
135	135	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm).	948	Sqm
136	136	Sub-Head : Road Work
137	137	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.	511	Sqm
138	138	Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway 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 course 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, all complete as per manufacturer's specifications & direction of Engineer in-Charge.
139	139	80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.	1209	Sqm
140	140	Sub Head : Aluminium Work
141	141	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) :
142	142	For fixed portion
143	143	Powder coated aluminium (minimum thickness of powder coating 50 micron)	150	Kg
144	144	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).
145	145	Powder coated aluminium (minimum thickness of powder coating 50 micron)	181	Kg
146	146	Providing and fixing 12mm 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.
147	147	Pre-laminated particle board with decorative lamination on both sides.	6	Sqm
148	148	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):
149	149	With float glass panes of 5.00 mm thickness	8	Sqm
150	150	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg., for doors, including cost of cutting floors ,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
151	151	With stainless steel cover plate minimum 1.25 mm thickness.	2	no.
152	152	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).	6	Kg
153	153	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately).	7	Sqm
154	154	Extra for provision for fitment of electronic card based access control system in door and frame complete as per direction of Engineer-in-charge.	2	No.
155	155	Providing and fixing 6 Lever godown door locks with three keys each.	9	No.
156	156	providing & fixing Powder coated aluminium Amercan type handle 200 mm long (minimum thickness of powder coating 50 micron) instead of 125 mm long aluminium handles ISI marked	22	Nos
157	157	Sub-Head : Water Proofing
158	158	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:
159	159	a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls up to 300 mm height including cleaning the surface before treatment.
160	160	b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with waterproofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs
161	161	c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.
162	162	d)Finishing the surface with 20 mm thick joint less cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.
163	163	e) The whole terrace so finished shall be flooded with water for a 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 Engineer-in-Charge :
164	164	With average thickness of 120mm and minimum thickness at khurra as 65 mm.	213	Sqm
165	165	Extra for every 0.5 cm thickness of Integral cement based water proofing treatment over average 120 mm thickness in main item.	766	Sqm
166	166	Providing and laying integral cement based treatment for water proofing on horizontal surface under floor as directed by Engineer-in-Charge and consisting of :
167	167	i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound.
168	168	ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions.
169	169	iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
170	170	Using rough kota stone.	181	Sqm
171	171	Providing and laying integral cement based treatment for water proofing onthe vertical surface by fixing specified stone slab 22 mm to 25 mm thickwith cement slurry mixed with water proofing compound conforming toIS:2645 in recommended proportions with a gap of 20 mm (minimum)between stone slabs and the receiving surfaces and filling the gaps withneat cement slurry mixed with water proofing compound and finishing theexterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand)20 mm thick with neat cement punning mixed with water proofingcompound in recommended proportion complete at all levels and asdirected by Engineer-in-charge :(a) Using rough Kota stone	64	Sqm

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Construction Of New Communication Complex ( Priority-Ii , Package-I ) In Replacement Of Package-Ii At Air Force Station , Uttarlai , Distt . Barmer ( Raj ) . , Air Force Station Uttarlai Distt Barmer-Rajasthan

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Construction Of New Communication Complex ( Priority-Ii , Package-I ) In Replacement Of Package-Ii At Air Force Station , Uttarlai , Distt . Barmer ( Raj ) . , Air Force Station Uttarlai Distt Barmer-Rajasthan

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