UP State Construction And Infrastructure Development Corporation Limited Tender
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UP State Construction And Infrastructure Development Corporation Limited - UPSCIDC Tender
Consultancy Services
Eprocure
Opening Date19 Aug 2021
Closing Date24 Aug 2021
Tender AmountRefer Documents
Costs
EMD
₹ 35,000Document Cost
₹ 1,300Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SCIDC_612298_1Bid Award Id
ViewTender No
196/EE /Maharajganj/2021-22 Dt. 19.08.2021Tender Authority
UP State Construction And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://www.upscidc.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
S/Fixing of RCC Colar i/c supply of all material labour T&P etc. required for proper completion of the work.
45
-
168
S/Laying of 150mmØ NP-3 Hume Pipe i/c fixing with Colar i/c supply of all material labour T&P etc. required for proper completion of the work. (Labour Rate Only) 30% of Rs. 106049.88
1
-
31814.96
Making Main Hole Chamber i/c supply of all material labour T&P etc. required for proper completion of the work.
6
-
5700
E/W in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth & earth work in embankment to be in 20cm (8:) layers, i/c ramming & dressing the surface to required levels & slopes & also i/c 1.5m (5:) lift & 30m (100") lead. The earth from cutting to be deposited as spoil banks within 30m (100") distance in directed by the E/I
24.75
-
100
Anganwani Bhawan- Excavation in Foundation in Ordinary soil i/c all completion of work S.I No. 251
25.61
-
120
Local sand filling in foundation SI No.-255
8.42
-
870
P/L in cement concrete 1:6:12 with cement, F sand & 40mm bricks ballast in foundation & under floors SI No. -273
9.12
-
3170
IM-150 Class brick work with (1:6) cement f-sand Mortar l.c all in fd & plinth SI No. -303
16.68
-
4355
P/L RCC Pillar in verandah with (1:1.5:3) cement c-sand and 20mm size stone grit: SI No. -289
0.7
-
9560
P/L RCC Plinth beam and lintel with (1:1.5:3) cement c-sand and 20mm size stone grit Si No. -288
3.89
-
8960
M-150 class brick work with (1:6) C:f-sand Mortar I/c all in S/S with one brick wall SI No. -303-+309+310
23.02
-
4845
Class M-150 brick work in 1:4 cement F-sand mortar in super structure for half brick wall SI No. - 305+309+310A
2.13
-
5005
RCC work with cement app C-sand 20mm guage stone grit in proportion of 1:1.5:3 in Slab as per Sl No. 288
7.46
-
8960
RCC work with cement app C-sand 20mm guage stone grit in proportion of 1:1.5:3 in Lighter Beam as per SI No.-288
0.45
-
8960
RCC work with 1:1.5:3 cement, C-sand and 20mm size stone grit in shelves in cup board & khurrah as per Ch No. NS1-283A
0.87
-
7910
S/F mild steel bar at site i/c all. For RCC work SI No.-504
12.14
-
4815
S/F of Fan hook box type in celling i/c all MR
4
-
150
Fab /Z section window frame with 10mm square Bar granting SI No.-502B
4.65
-
5700
S/Fxing 40x40x5mm iron Angle door frame with BP sheet shutter complete SI No.-517(A
11.97
-
2400
Providing and laying (1:2:4) cement concrete with cement C-sand and 20mm size stone grit for fixing holdfast and as sill of wondows as per SI No.-283
0.26
-
7735
Fixing of door/window frame in position including all -1.5 to 3.00 NR
7
-
185
Ventilator
7
-
95
E/W work in cutting or filling in embankment in Ordinary soil /c al Completion of work but two Km cartage extra SI No.-253
116.07
-
100
12mm thick plaster.with 1:4 cement C-sand mortar at plain surface on outer side up to plinth level. SI No.-584
25.49
-
127
12mn thick plaster with 1:6 cement F-sand mortar at plain surface on louter side up to slab level. SI No.-586
84.67
-
120
12mm thick plaster with 1:6 cement find sand mortar at rough surface inner side. Si No.-586+596
160.34
-
134
20mm thick over roof plaster in 1:3 c/sand mortar with water proofing compound. DSR-13.7.1+13.18
72.54
-
256
Making Groove at celling & plinth 10mm wide 8 to 10mm deep Si No.-NR
236.18
-
15
Painting wood or other iron in large area with one coat of ready mixed paint primer and two coat approved paint (British, Anosole or eqivalant) including supply of all material, labour and T & P required for proper completion of work paint to be used should confirm the ISI No.-1B+2+3(iii)
45.42
-
71
P/Laying 8 to 10mm thick ivory or light shade Vitrified tiles 600x600mm size in flooring or skirting laid with 1:4 C:C-sand mortar finishing with cement Slurry with pigment i/c base concrete 1:2:4 av. Thickness 4cm. 11.41.2 (kajaria, Orient, Somani, Johnson)
54.14
-
1031
Pro & Laying (white/coloured) kajaria/romano tiles flooring over 20mm av thick on base mortar with 1:3 C:C-sand mortar finishing with cement Slurry i/c rubbing and polishing complete. PWD schedule s.no.- 628 (flooring) on wall.
9.41
-
950
Brick on egge soling fitting of sand in jainting in 1:6 cut c/sand mortar Painting SI No.-615
24
-
450
S/fixing of Orissa type glazed earthen ware 1st quality ISI marked WC pan size 580mm with systern make of approved Quality with all fitting as per SI No.-17.3
1
-
4409
S/F 110mm dia PVC pipe i/c all
8
-
230
25mm Thick PCC flooring in 1:2:4 over base concrete SI No.-601 with L:C 1:4:8
54.06
-
538
Water proof Cement paing two coat over base coat White cement SI No.-660+661
328.69
-
65
S/F of Sign board & Inauguration Ceremony at site i/c all.
1
-
7000
Septik Tank, Soptik Tank And India Marka Handpump- E/W in Foundation in Ordinary soil T& P complete Sl. No. 251
12.37
-
120
Leen concrete in 1:6:12 c/sand, B/B in proper completion SI No.-273
1.84
-
3170
M150 class brick work in 1:4 c/sand mortar in septik tank & soak pit SI No.-305
5.32
-
4555
20mm thick plaster in 1:3 c/sand mortar with neet cement finishing cup 13.7.1+13.18
14.35
-
256
25mm Thick PCC flooring in 1:2:4 cement c/sand s/g mortar in & pply of all material labour T & P complete SI No.-601over base concrete Sl No.- 601 with L:C 1:4:8
3.32
-
237
RCC work in 1:1.5:3 cut c/sand S/G mortar slab SI No.-288
0.59
-
8960
S/Fixing of mild tac steel Si No.-504
0.46
-
4815
Supply flling of brick ballast in soak Pit
1.27
-
1300
S/Fixing of 75mm PVC Pipe
4
-
110
S/Fixing of 75mm PVC Bend
3
-
60
Maotiy of main hole 0.45x.045m size
2
-
3500
S/Fixing of India mark-ll Hand Pump
1
-
37000
Electrical Work of Anganwani Kendra- Wiring point for light with I.5 Sq. mm FRLSH PVC insulated multistrand single core copper conductor cablein PVC conduit with 1.5 Sq. mm FRLSH PVC insuleted multistrand copper conductor cable as earth wire drawn inside continuity wire, 5 Amp. switch & ceiling rose/angle/ batten hoider on 3mm thick phenolic paminated backelite sheet etc, complete in all respect.
10
-
610
Wiring point for fanv/fhesh air fan (light duty exhaust fan) with 1.5 Sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit with 1.5 Sq mn FRLSHPVC insuleted multistrand copper conductor cable as earthwire drawn inside the conduit, piano switch &ceiling rose on 3 mm. thick backelite sheet etc. complete in all respect
4
-
715
Wiring point for plug with 1.5 Sq. mm FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit with 1.5 Sq. mm FRLSH PVC insuleted multistrand copper conductor cable as earthwire drawn inside the conduit, piano type switch & socket etc. complete in all respect.
3
-
327
Supply&wiring of submains with two number 4 sq.mm
FRLSH PVC insulated 1100 Volt grade multistrand single core copper conductor cable in 20 mn dia heavy duty (2mm thick) PvC conduit with one no. 2.5 sq.mm FRLSH PVC insulated multistrand copper conductor cable as earth contimuity wire drawn in conduit. completo in all respect
30
-
149
Supply &Laying of 25 mm x 3 mm G.L Strip from earth electrode directly in the ground as required complete in all respect.
10
-
90
Supply and burring of Earth Electrode for lighting conductor of 600mm x 600mm x 6 mm G.l plate vertically for earthing with its top at least 3 meters below ground level complete with 20 mm dia G.I pipe for watering of 25 amm x 3mm Gl. strip upto switch board from apronato switch board, the cost of G.L. strip will be extra) along with 30 cm square C.1. frame with hinged cover & masonry housing.complcte in all respects.
1
-
4650
S/F of 6 Amp. To 32 Amp. SPMCB (10 KA) Cat-B
6
-
206
S/F of 40 Amp. DP MCB (10 KA) Cat.-B
1
-
880
S/F of surface/flush mounting 8 ways SPN distribution board with additional metal door without MCB complete in all respect, as directed by Engineer in charge. Cat-B
1
-
1090
S&F of Power plug with 20A/250 volt piano type switch and 5 pin 20A/250V fush type universal modular socket switch on concealed M.S. box including supply of all material, labour T&P etc. required for completion of work.
3
-
340
Supply & fixing of Electronic fan regulator 120-280 V. ISI marked, on the existing switch board incuding making connections, required material, labour T&P etc. for proper copmletion of work to the satisfaction of Engineer in charge of work
4
-
267
SF of Ceiling fan 1200 mm ISI Markcd.complete in ell
respect Usha/ Crompton/Bajaj make
4
-
1500
SF of hexagonal tan box with hexagona! sidc of approx 80 min. in lerngth fabricated from 16 SWG M.S. sheet incorporating 10 mm. dia M.S. round bar duly bent for supporting fan hanger duly painted with red oxide and screwing arrangement with wiring conduit laid in the R.C.C. roof before concreting along with supply of all imaterials, labour T & P etc. for proper completion work.
4
-
150
S/F of LED Bulb 7 to 9 watt ISI Marked.
10
-
200
S/F of Fan Sheet Cover of backelite sheet ordinary
complete.
4
-
30
E/W in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20") in depth & earth work in embankment to be in 20cm (8:) layers, i/c ramming & dressing the surface to required levels & slopes & also i/c 1.5m (5:) lift & 30m (100") lead. The earth from cutting to be deposited as spoil banks within 30m (100") distance in directed by the E/I as per cartage. up to 2km
15.3
-
167.7
Excavation of foundation in ordinary soil (loam, clay or sand) i/c lift upto 1.50 meter & lead upto 30 meter & i/c filling, watering & ramming of excavated earth into the foundation trenches or into space between the building & sides of foundation & disposal of surplus earth as directed by the E/I upto a distance of 30 meter from the foundation trenches. S.I. No. 251
15.3
-
120
Cement Concrete with 4cm gauge B/ballast, sand, cement in proportion 12:6:1 in under Interlocking i/c supply of all material labour, T&P etc. As required for proper completion of the work. SOR-273
26.01
-
3170
M-150 sub class (A) brick work in 1:4 cement + coarse sand mortar in foundation & plinth i/c supply of all materials, labour & tools & plants etc. required for proper completion of work, S.I. No.-305
15.64
-
4555
P/L 80 mm thick I-Shaped interlocking bricks i/c supply of materials labour & T&P etc. required for proper completion of the work. SOR-Chapt.20 New Item-1
174.25
-
810
Struck pointing with cement mortar consisting of 1 part of cement 2 parts of fine sand of 1.25 F.M. i/c supply of all material labour & tools & plants required for the proper completion of the work. S.I. No. 574
98.6
-
175
Cost of Solar Street Light (21 Nos.)
21
-
20919
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