Airports Authority Of India Tender
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Airports Authority Of India - AAI Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Apr 2022
Closing Date9 May 2022
Tender AmountRefer Documents
Costs
EMD
₹ 66,475Document Cost
₹ 1,120Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_AAI_114454_1Bid Award Id
ViewTender No
AAI/SRN/Engg(C)/Borewell /2022-23Tender Authority
Airports Authority Of India ViewPurchaser Address
-Website
http://https://www.aai.aero/
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Documents
Construction development of 05 numbers of borewell and waterbank at Srinagar International Airport, Srinagar Sub head A Civil works 1 Providing pump room and laying of G.I. pipes for connecting all individual bore wells to existing underground sum
Construction development of 05 numbers of borewell and waterbank at Srinagar International Airport, Srinagar Sub head A Civil works 1 Providing pump room and laying of G.I. pipes for connecting all individual bore wells to existing underground sum
Construction development of 05 numbers of borewell and waterbank at Srinagar International Airport, Srinagar Sub head A Civil works 1 Providing pump room and laying of G.I. pipes for connecting all individual bore wells to existing underground sum
BOQ Items
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
80 mm nominal bore
10
-
-
Providing and fixing gun metal non- return valve of approved quality (screwed end) :
80 mm nominal bore
Horizontal
10
-
-
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete :
50 to 80 mm nominal bore
3
-
-
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal
size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
5
-
-
Painting G.I. pipes and fittings with two coats of anti-corrosive
bitumastic paint of approved quality :
80 mm diameter pipe
1460
-
-
Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work :
80 mm diameter pipe
1460
-
-
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :80 mm nominal bore
30
-
-
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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
38.1
-
-
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 upto 1.5 m.
13.43
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)
5.86
-
-
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
23.44
-
-
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 :
Cement mortar 1:4 (1 cement : 4 coarse sand)
21.2
-
-
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:
1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1.5
-
-
Centering and shuttering including strutting, propping etc. and removal of form for :
Lintels, beams, plinth beams, girders, bressumers and cantilevers
13.04
-
-
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size)
14.86
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
21.18
-
-
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
58.6
-
-
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) :
For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)
188.25
-
-
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) :
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)
301.63
-
-
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.
Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
9
-
-
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): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)
9
-
-
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 :
125 mm
50
-
-
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 :
250x10 mm
30
-
-
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 :
250x16 mm
5
-
-
Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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.
0.63 mm thick with zinc coating not less than 275 gm/ m²
76.5
-
-
Structural steel work riveted, bolted or welded in built up sections, trussesand framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
769.5
-
-
12 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
150.94
-
-
15 mm cement plaster of mix :
1:4 (1 cement: 4 fine sand)
161.66
-
-
Distempering with 1st quality acrylic distemper, 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.
Two coats
150.94
-
-
Finishing walls with water proofing cement paint of required shade :
New work (Two or more coats applied @ 3.84 kg/10 sqm)
161.66
-
-
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