Yamuna Expressway Industrial Development Authority Tender
... More
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Yamuna Expressway Industrial Development Authority - YEIDA Tender
Civil And Construction
Building Construction
Eprocure
Opening Date5 Mar 2025
Closing Soon18 Mar 2025
Tender Amount₹ 1,32,03,282
Costs
EMD
₹ 2,64,500Document Cost
₹ 2,501Tender Fee
Refer Documents
Summary
Construction And Development Of H.t And Lt Panel Room External Services For Common Secientific Plot F-3,f-9,f-10 And F-11, Yeida.wc-04
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_YEIDA_1012154_8Tender No
YEA/GM(PROJECT)/2025/1009 DT-24/02/2025Tender Authority
Yamuna Expressway Industrial Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
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Documents
BOQ Items
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25 mm nominal outer dia Pipes (SDR-11)
608
238
145038.4
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32 mm nominal outer dia Pipes (SDR-11)
210
314
65986.2
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40 mm nominal outer dia Pipes (SDR-11)
155
417
64755.9
... More
50 mm nominal outer dia Pipes (SDR-11)
80
638
51076.8
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65 mm nominal outer dia Pipes (SCH-40)
125
1286
160812.5
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80 mm nominal outer dia Pipes (SCH-40)
30
1645
49363.8
... More
Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020))
7
262
1838.55
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 32 mm nominal bore (DAR/18.17.2/Based on UPPWD/SOR-2020)
6
431
2589
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 40 mm nominal bore (DAR/18.17.3/Based on UPPWD/SOR-2020)
5
588
2944.5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 80 mm nominal bore (DAR/18.17.6/Based on UPPWD/SOR-2020)
5
1925
9627
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P/F C.I. double acting air valve of approved quality 80mm dia (Item code: 18.59.2 UP PWD SOR 2020)
6
5385
32310
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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), including 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 bricks of class designation-150 (DAR/18.33.1//Based on UPPWD/SOR-2020))
6
6741
40446.3
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work
-
-
-
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20 mm nominal outer dia Pipes (SDR-11)
125
179
22408.75
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25 mm nominal outer dia Pipes (SDR-11)
480
238
114504
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32 mm nominal outer dia Pipes (SDR-11)
170
314
53397
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40 mm nominal outer dia Pipes (SDR-11)
65
417
27118
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50 mm nominal outer dia Pipes (SDR-11)
90
638
57461.4
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65 mm nominal outer dia Pipes (SCH-40)
885
1286
1138552.5
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80 mm nominal outer dia Pipes (SCH-40)
30
1645
49363.8
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Providing and fixing brass bib cock of approved quality: 15 mm nominal bore (DAR/18.15.1/Based on UPPWD/SOR-2020))
35
262
9192.75
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 32 mm nominal bore (DAR/18.17.2/Based on UPPWD/SOR-2020)
7
431
3020.5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 40 mm nominal bore (DAR/18.17.3/Based on UPPWD/SOR-2020)
6
588
3533.4
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end): 80 mm nominal bore (DAR/18.17.6/Based on UPPWD/SOR-2020)
4
1925
7701.6
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P/F C.I. double acting air valve of approved quality 80 mm dia (Item code: 18.59.2 UP PWD SOR 2020)
5
5385
26925
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Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
35
5794
202819.75
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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), including 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 bricks of class designation-150 (DAR/18.33.1//Based on UPPWD/SOR-2020))
10
6741
67410.5
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Sub- Head - ( V ) Rain Water Harvesting Pit & Desilting Chamber Boq Excavation in foundation in ordinary soil (L0am, Clay or sand) including lift upro 1.5M and lead upto 30M and including filling watering and ramming of excavation earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge uoto a disttance of 30M from the foundation trenches.
-
-
-
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All kinds of soil
211.28
72
15381.18
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 Metre depth below ground level.
-
-
-
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300 mm dia
125
406
50762.5
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M&L, Cement concrete type C2 1:3:6 (40mm stone aggregate) in foundations, filling and mass concrete, bellow foundation and Plinth Beams.
8.25
6050
49912.5
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M & L,Rough finished surfaces(in flat) of concrete, Formwork to sides of concrete foundations, footings,bases of columns, raft and footing beams, sides and soffits (if any) of foundations and plinth beams and similar work
61.8
181
11225.97
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M&L, Form work to soffits of roof slabs, floor slabs, landings etc & similar work n. exc 200mm thick with rough finished flat surfaces of concrete (Horizontal or sloping).
50.35
386
19452.72
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M&L, Mild steel TMT Bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips
662.95
92
61123.99
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M&L, Mild steel TMT Bars 6mm dia to 8mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns,hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with Clips
397.75
92
36672.55
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M&L, Mild steel TMT Bars 5mm dia and over upto and including 10mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with Clips
265.2
92
24451.44
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M & L for RCC M-25 (design mix using 20 mm graded stone aggregate ) in foundation footing , plinth beams, base of column , under reamed piles and mass concrete (Add 15% in rates for RMC as per para for 4.2.10 of S.S.R Part-II)
6.1
7849
47882.87
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M&L, RCC (design mix using 20 mm graded stone aggregate) M-25 Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like (Add 15% in rates for RMC as per para for 4.2.10 of S.S.R Part-II)
7.15
8592
61433.16
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Brick work with non modular m-15 bricks conforming to IS:12894, class designation 10 average compressive strength in foundation below plinth level:
-
-
-
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Cement mortar 1:4 (1 cement : 4 coarse sand)
72.9
4950
360855
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Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
9.4
124
1170.77
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12 mm thick cement plaster 1:4 (1 cement : 4 coarse sand)
516.8
191
98889.68
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
17.65
2791
49273.5
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
0.55
2791
1535.44
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Supplying, filling, spreading & level greavels of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as/direction of Engineer -in-charge.
17.65
2859
50461.35
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
17.65
2791
49273.5
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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
-
-
-
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200 mm nominal size dia.
125
922
115362.5
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Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
-
-
-
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200 mm nominal size dia.
125
983
122937.5
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M&L Circular shape 560 mm dia precast R.C.C. manhole cover with frame E.H.D-35
15
1647
24712.2
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Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
-
-
-
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200 mm nominal size dia.
5
243
1219.65
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Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
-
-
-
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200 mm nominal size dia.
6
267
1602.9
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Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
75
316
23741.25
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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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
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All kinds of soil
189.63
72
13805.06
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Extra for every additional lift of 1.5 m or part thereof in excavation /
banking excavated or stacked materials.
-
-
-
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All kinds of soil
57.33
15
859.95
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Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.
14.71
460
6766.6
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Supplying chemical emulsion in sealed containers including delivery as specified.
-
-
-
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Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
2.22
174
387.06
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Providing and injecting chemical emlusions for pre-construction anti-termite treatement and creating continious chemical barrier under and all round the column pits, wall trenches, excavation top surface of plinth filling, junction, external perimeter of buildings, expamsion joins surrounding of pipes and conduit etc. complete as per technical specifications. (plinth area of the building at ground level shall only be measured for payment) with chlorpyriphos/Lindance E.C. 20% with 1% concentration or equivalent under 10 years guarantee.
111.36
97
10801.92
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All work up to plinth level
-
-
-
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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)
18.03
5820
104934.6
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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.
79.82
586
46838.38
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete
59.4
181
10790.01
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Suspended floors, roofs, landings, balconies and access platform
111.56
386
43101.21
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Lintels, beams, plinth beams, girders, bressumers and cantilevers
160.61
337
54229.97
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts
175.56
426
74929.01
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Centering and shuttering including strutting, propping etc. and removal of form for all heights Edges of slabs and breaks in floors and walls Under 20 cm wide
79.82
127
10169.07
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights Weather shade, Chajjas, corbels etc., including edges
11.13
411
4575.54
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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).
-
-
-
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Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
155.18
97
15067.98
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D.
13733.18
92
1266199.2
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/
less cement used as per design mix is payable/recoverable separately).
-
-
-
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All works upto plinth level
44.74
7849
351193.34
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All works above plinth level upto floor V level
31.9
8592
274086.39
... More
Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
12.64
66
834.24
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in:
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
3.4
4950
16830
... More
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
85
5260
447100
... More
FLOORING & WALL CLADDING Providing and fiixng 18 mm thick granite stone 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 slab, including rubbing and polishing complete.
35.92
3097
111276.57
... More
Extra for pre finished nosing to treads of steps of marble stone.
36
111
4003.2
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Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
19.44
307
5973.91
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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) :
-
-
-
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25 mm thick
110.95
1317
146215.46
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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.
16.99
1381
23475.08
... More
DOOR & WINDOW WORK Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded).
48.3
1313
63439.64
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Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately).
28.35
7274
206226.41
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Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 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 required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have 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 by 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 1100x2200 mm (w x h) or 2.42 sqm.
0.95
34200
32490.09
... More
PLASTERING & PAINTING WORK 12 mm cement plaster of mix : 1:6 (1 cement: 6 Coarse sand)
295.05
164
48624.24
... More
Providing and applying 6 mm cement plaster of mix :
-
-
-
... More
1:3 (1 cement : 3 fine sand)
97.99
132
13003.27
... More
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
286.46
247
70784.27
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
680.04
63
42842.52
... More
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
... More
Water thinnable cement primer
582.05
21
12223.05
... More
Wall painting with acrylic emulsion paint, 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.
-
-
-
... More
Two Coats
295.05
64
19089.74
... More
Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
... More
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)
287
117
33808.6
... More
Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 0.043 w/ mK.
-
-
-
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
-
-
-
... More
New work (two or more coats) over and including water thinnable priming coat with cement primer
97.99
63
6173.37
... More
WATER PROOFING 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:
(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 upto 300 mm height including cleaning the surface before treatment.
-
-
-
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(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 water proofing 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.
-
-
-
... More
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
-
-
-
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(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-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 3 mm deep.
-
-
-
... More
(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 :
-
-
-
... More
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
110.92
1068
118479.2
... More
Making khurras 45x45 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
6
198
1191
... More
LT PANEL 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
-
-
-
... More
All kinds of soil
227.56
72
16566.37
... More
Extra for every additional lift of 1.5 m or part thereof in excavation /
banking excavated or stacked materials.
-
-
-
... More
All kinds of soil
68.8
15
1032
... More
Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete.
26.89
460
12369.4
... More
Supplying chemical emulsion in sealed containers including delivery as specified.
-
-
-
... More
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
3.95
174
688.68
... More
Providing and injecting chemical emlusions for pre-construction anti-termite treatement and creating continious chemical barrier under and all round the column pits, wall trenches, excavation top surface of plinth filling, junction, external perimeter of buildings, expamsion joins surrounding of pipes and conduit etc. complete as per technical specifications. (plinth area of the building at ground level shall only be measured for payment) with chlorpyriphos/Lindance E.C. 20% with 1% concentration or equivalent under 10 years guarantee.
196.93
97
19102.21
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.All work up to plinth level
-
-
-
... More
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)
29.85
5820
173727
... More
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.
114.31
586
67077.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for all heights
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
76.83
181
13956.17
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
225.62
335
75706.79
... More
Suspended floors, roofs, landings, balconies and access platform
196.93
386
76083.91
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
264.55
337
89325.31
... More
Columns, Pillars, Piers, Abutments, Posts and Struts
200.16
426
85428.29
... More
Edges of slabs and breaks in floors and walls
-
-
-
... More
Under 20 cm wide
112.6
127
14345.24
... More
Weather shade, Chajjas, corbels etc., including edges
12.72
411
5229.19
... More
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).
-
-
-
... More
Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
196.93
97
19121.9
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all Complete upto plinth level & above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D.
21798.72
92
2009841.98
... More
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/
less cement used as per design mix is payable/recoverable separately).
-
-
-
... More
All works upto plinth level
72.43
7849
568550.15
... More
All works above plinth level upto floor V level
65.53
8592
563037.04
... More
Extra for providing richer mixes at all floor levels Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum)
15
66
990
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation M-150 in foundation and plinth in:
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
1.97
4950
9751.5
... More
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :
-
-
-
... More
Cement mortar 1:4 (1 cement : 4 coarse sand)
111.1
5260
584386
... More
Providing and fiixng 18 mm thick granite stone 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 slab, including rubbing and polishing complete.
51.45
3097
159386.96
... More
Extra for pre finished nosing to treads of steps of marble stone.
21.6
111
2401.92
... More
Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
9.72
307
2986.96
... More
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) :
-
-
-
... More
25 mm thick
168.22
1317
221688.73
... More
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.
13.8
1381
19067.46
... More
Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners 14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable for fixing in the opening along with Factory made Template for SS Ball Bearing Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall be finished with a approved fire resistant primer or Powder coating of not less than 30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of SS ball bearing hinges is excluded).
30
1313
39403.5
... More
Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 minutes fire rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per laboratory approved by Engineer-in-Charge, with suitable mounting on door frame, consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less than 120gm/sqm) duly filled mineral wool insulation having density minimum 96 kg/cum and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of approved make, including applying a coat of approved fire resistant primer or powder coating not less than 30 micron etc all complete as per direction of Engineer-in-Charge (panelling to be paid for seperately).
18
7274
130937.4
... More
Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 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 required thickness having 120 minutes of fire resistance both integrity & radiation control (EW120) and minimum 20 minutes of insulation (EI20). The manufacturer have 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 by 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 1100x2200 mm (w x h) or 2.42 sqm.
0.56
34200
19152.06
... More
12 mm cement plaster of mix :
-
-
-
... More
1:6 (1 cement: 6 Coarse sand)
331.85
164
54688.88
... More
Providing and applying 6 mm cement plaster of mix :
-
-
-
... More
1:3 (1 cement : 3 fine sand)
196.93
132
26132.61
... More
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
547.83
247
135368.79
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
1077.36
63
67873.68
... More
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
-
-
-
... More
Water thinnable cement primer
879.68
21
18473.28
... More
Wall painting with acrylic emulsion paint, 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.
-
-
-
... More
Two Coats
331.85
64
21470.7
... More
Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
... More
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)
547.83
117
64534.37
... More
Note :- Only calcium silicate false ceiling area will be measured from wall to wall. No deduction shall be made for exposed frames/ opening (cut outs) having area less than 0.30 sqm.The calcium silicate ceiling tile shall have NRC value of 0.50 (Minimum), light reflection 85%, non- combustible as per B.S. 476 part IV, 100% humidity resistance and also having thermal conductivity 0.043 w/ mK.
-
-
-
... More
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :
-
-
-
... More
New work (two or more coats) over and including water thinnable priming coat with cement primer
196.93
63
12406.59
... More
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:
(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 upto 300 mm height including cleaning the surface before treatment.
-
-
-
... More
(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 water proofing 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.
-
-
-
... More
(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge.
-
-
-
... More
(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-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 3 mm deep.
-
-
-
... More
(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 :
-
-
-
... More
With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
196.93
1068
210350.78
... More
Making khurras 45x45 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
8
198
1588
... More
Providing & Fixing of 38 mm FRP Grating Mess Size 38mm x 38mm, RIB Thickness 7mm to 5mm of any colour all inclusive as recommended by the manufacturer and directed by Engineer in charge.
49.18
2885
141884.3
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