New Okhla Industrial Development Authority Tender
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New Okhla Industrial Development Authority Tender
Eprocure
Opening Date11 Aug 2021
Closing Date17 Aug 2021
Tender Amount₹ 1,37,00,868
Costs
EMD
₹ 2,76,800Document Cost
₹ 5,310Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_NOIDA_610015_1Bid Award Id
ViewTender No
783/AO/CE-JAL/PE-JAL2/ET/17-18Tender Authority
New Okhla Industrial Development Authority ViewPurchaser Address
-Website
http://https://www.noidaauthorityonline.in/
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Documents
Capability Statements- File to be downloaded and upload the same file after filling it
BOQ Items
c) 90.00 M. to 120.00 M.
60
-
1779.65
Supply and lowering 7mm thick screwed and socketted MS ERW plain pipe 300mm dia. Heavy calss
120
-
5750
Electric Resistance Welded (ERW) Stainless Steel Cage Type V wire woulded screen shall be of continuous trapezoidal wire spirlly would around fabricated cage . The screen must consist 'V' shaped (wedge) profile wire of various dimensions resistanc welded to acylindrical body made of number of longitudinal special high tensile support rods to provide smootj unresticted bore which are in turn welded into cyclinderical ring couplings at either end as per IS : 8110-2000 with latest amendments and materials specification as per AISI (American iron and steel Inst.) Type 304 Grade SS-304.With Stainless Steel socket of 300 mm dia Pipe.(Johnson & Appolo)
120
-
34203.95
Supply and lowering 350 mm dia 8mm wall thick MS housing pipe with screwed & socketed & male and femalethreads for joints etc.complete
270
-
7240.6
Supply, Lowering & Showing the annular space between Tube Well bore and assembly with 2mm to 5mm thick Pea gravel.
300
-
2216.8
P/F reducer 350 mm x 300 mm dia made out of 8.0 mm thick MS sheet.
6
-
3604.8
P/F wall cap suitable for 350mm dia ERW 8 mm thick housing pipe
6
-
1978.3
S/F bail plug suitable for 300mm dia MS pipes.
6
-
1794.8
Development of tubewell by air compressor / over pumping unit. The capacity of compressor should be such depresed water level 10 Mtr. or as may be approved by the E/I so as to get average Yield of about 6000 LPM and making water reasonable sand free including 10 parts/million of water in colume within 15 minutes. The period of development by air compressor may be 100 hrs. may be stop earlier if required by the E/I or development of well as above by O.P. unit.
6
-
81855.6
Making of auxilliary well for water supply for drilling purpose water etc. refilling the same after proper completion of work.
6
-
29607
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. .The contractor has to detect different utilities like sewer line,water supply line, electric cable,telephone cable,gas pipe line etc.using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.
259.38
-
126.6
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 & watering, lead upto 50 m and lift upto 1.5 m. 2.25/p-67
259.38
-
82
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:5:10 (1 Cement : 5 C. Sand : 10 graded ston agg. 40 mm N.S.).
78.72
-
3672.8
Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C.Sand).
316.32
-
4847.85
P/L Damp Proof Course 40mm thick with cement concrete 1:2:4 (1 Cement ; 2 C. Sand : 4 graded stone agg. 12.5mm N.S.).
39.9
-
227.6
Applying a coat of residual petroleum bitumen of penetraion 80/100 of approved quality using 1.7 kg/sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. (DSR-07, I.No.-4.13/P-81)
39.9
-
108.75
Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
135.66
-
5301.25
12 mm cement plaster of mix 1:4 (1 cement : 4 coarse sand).
289.98
-
153.85
15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 c. Sand).
765.84
-
178.6
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 of 40 mm thick with 20 mm nominal size stone agg.
182.28
-
316.8
Cement plaster skirting (upto 30 cm height ) with cement mortar 1:3 (1cement : 3 coarse sand) finished with a floating coat of neat cement. 18 mm thick
37.2
-
299.2
Supplying and filling in plinth with Jamuna sand under floor including watering, ramming, consolidating and dressing complete.
220.68
-
843.65
Steel work in single section fixed without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1201.92
-
66.85
P/F factory made ISI marked steel glazed doors, windows and ventilators, of standard rolled steel sections, joint metered and welded with 15x3 mm lugs ,10 cm long ambeded in cement concrete blocks, 15x10x10 of 1:3:6 ( 1 cement :3 c sand :6 stone agg 20 mm n.s. ) or with wooden plugs and screw or rawl plugs and screw or with fixing clip or with bolts and nuts as required included P/F of glass panes with glazing clips and special metal sash, putty of approved make complete including applying a priming coat of approved steel primer including the cost metal, beading and other fittings except necessary hinges and pivots as required. -Window Side Hung
12.96
-
105.1
P/F T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints metered and welded with 15x3mm lugs 10cm long embedded in cement concrete block 15x10x10cm of 1:3:6 (1 cement : 3C. sand : 6 graded stone agg. 20 mm N.S.) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.10.13/p-164
243.6
-
81.95
P/F 1 mm thick M.S. sheet door with frame of 40 x 40 x 6 mm angle iron and 3 mm. M.S. gusset plates at the junctions and corners, all necessary ffittings complete I/c applying a priming coat of approved steel primer with using flats 30 x 6 mm for diagonal braces and central cross peice.
25.2
-
2785.45
P/F ISI mark oxidised M.S. sliding doors, bolts ,with nuts and screwed complete.
-
-
-
(a) 250x16mm
12
-
154.6
P/F ISI mark oxidised M.S tower bolts (barrel type) with necessary screws etc. complete
-
-
-
(a) 200 x 10 mm
12
-
56.3
P/F ISI mark oxidised M.S. handles conforming to IS : 4992 with necessary screws etc. complete.
-
-
-
(a) 100mm dia
12
-
23.55
Reinforcement cement conrete work in suspended floors , roofs ,having slop upto 150 landing and balconies , shelves, chhajja, lintle ,beams plain window sills, staircases and spiral staircases upto floor five level excluding the centring shuttering , finishing and reinforcement with 1:2:4 ( 1cement :2Coarse sand : 4 graded stone aggregate 20mm nominal size)
37.62
-
6107.15
Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: cold twisted bars
4800
-
66.5
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
107.16
-
63.05
Rough cast plaster with a mixture of sand and gravel of crushed stone from 2.36mm -12.5mm N.S. dashed over and including the fresh plaster in two layers under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10mm cement plaster 1:3 ( 1 cement :3 fine sand) mixed with 10% finaly grounded hydrated lime by volume of cement ordenary cement finish using ordinary cement.
536.94
-
371.25
Finishing wall with premium Acrylic smooth exterior paint silicon additives"Snowcryl-XT" of M/S Snowcem India Ltd or equivalent of required shade. New work (Two or more coats applied @1.43 Kg/10cm2) Over and including base coat of water proofing paint Snowcem plus or equivalent applied @ 2.20 kg/ cm2,
690.96
-
90
Distempering with dry distemper of approved brand and manufacture( Two more coats) and of required shade on new work, over and I/c priming coat of whiting to give an even shade.
558
-
61.8
White washing with lime to give an even shade on New work (three or more coats)
218.64
-
14.35
Painting top of roofs with bitumen of approved quality at 17kg per 10sqm impregnated with a coat of coarse sand at 60 cum per 10sqm including cleaning the slab surface with brushes and finally with piece of cloth lightly soaked in kerosene oil complete: with residual type petroleum bitumen of penetration 80/100.
154.5
-
117.8
Providing gola 75x75mm. In cement concrete 1:2:4 (1 cement :2 C.sand : 4 stone aggregate 10mm, and down gange ) I/c finishing with cement mortat 1:3 (1 cement : 3 F.sand ) as per standard design. In 75x75mm deep chase.
186
-
127.95
Making khurras 45x45cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement :2 C. sand:4 graded stone) agg. Of 20mm N.S.)over PVC sheet 1M X1mX400micron, finished with 12mm cement plaster 1:3 (1cement:c. sand) and a coat of neat cement rounding the edges and making and finishing the outlet complete.
12
-
167.45
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-110 mm dia
43.2
-
218.6
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.
-
-
-
(I) Bend 87.50-110 mm dia
24
-
160.25
Providing and fixing unplasticised- PVC pipe clips of approved design to unplasticised-Rigid PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with MS Screws of required length including cutting brick work and fixing in cement mortar . 1:4 ( 1 cement :4 c sand ) and making good the walletc complete. 110 mm
36
-
173.75
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar mixed with bhusa at .35kg per cum of earth and gobri leaping with mix 1:1(1clay : cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement :3 F sand ) mixed with 2% of integral water proofing compound by weight of cement and finished neat with F.P.S. bricks tiles.
178.5
-
501.55
Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 Cement : 3 C. Sand : 6 graded stone agg. 20 mm N.S.) over 75 mm bed of dry brick ballast 40 mm N.S. well rammed and consolidated and grouted with F. Sand i/c finishing the top smooth.
177.66
-
378.95
Neat cement punning.
289.98
-
36.35
P/F M.S. grill of required patern in frames of windows etc. with M.S. flats, square or round bars etc. all complete fixed to steel windows by welding.
600
-
103.15
Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.
315.6
-
27.85
6 mm cement plaster to RCC wall and ciling 1:3 (1 cement : 3 f.sand)
218.64
-
120.35
Centring and shuttering including strutting, propping etc. and removal of form for:-(DSR-02)
-
-
-
(a)Suspended floors, roofs, lending balconies and excess plateform
232.56
-
371.8
b) Lintels, beams, plinth beams, girders, bressumers and cantilevers.
27.6
-
309.8
P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level 1:2:4 (1 Cement : 2 C. Sand : 4 graded ston agg. 20 mm N.S.)
30
-
4921.7
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