Indian Oil Corporation Limited Tender
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Summary
Ioaod Engg Development Of Nro At Within 5 Km From Junction Point Of Tuahzawl-road And Aizawl-mamit Road On Nh44, Rawpuichhip
Description
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Contact
Tender Id
2022_ERO_158602_1Bid Award Id
ViewTender No
RCC/ERO/37/2022-23/LT-156Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Special_Instructions_to_the_Bidders_20220221v1a.pdf
Bidders Help Document for Preferential Bidding
Guideline for Declarations
BOQ Items
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
65
-
411.22
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
10
-
9825.91
iv) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 40mm
1.2
-
13015.55
ii) Ordinary rock
5
-
543.13
i) Supply & installation of U type CS bend on vent pipe of 80 mm dia
1
-
2641.53
Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loaded type or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Cover and adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval.
1
-
10512.02
Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job)
2
-
2593.44
ii) S/L Welded U/G HD MS Pipes of 80mm dia with fittings,doping
12
-
2159.2
Supply and Laying of 80 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125.
20
-
7137.64
ii) In earth pit with RCC matt raft as per standard Drg. ENG/314
2
-
347233.58
iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km
450
-
102.07
iii) 15/20 KL Tank with fittings : 0 - 30 Km
2
-
13268.87
i) 80 mm dia Aluminium camlock coupling - Male only
2
-
1472.05
Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm)
65
-
253.8
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
65
-
411.22
i) Local Fine Sand within grading zone IV
30
-
2339.56
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
12
-
9825.91
i) Foundations,footings,bases of column
45
-
438.96
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
8
-
11893.95
iii) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 20mm
2.5
-
13182.64
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
25
-
946.27
ii) Ordinary rock
25
-
543.13
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
340
-
128.68
DRIVEWAY WITH EDGE RESTRAINTS 600 SQM
-
-
-
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
120
-
411.22
i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
12
-
9825.91
i) Foundations,footings,bases of column
110
-
438.96
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
6
-
10461.36
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
110
-
272.99
ii) M40 grade 80 mm thick Plain finish
600
-
1725.98
Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer
1200
-
447.98
Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications.
600
-
571.46
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 within premises
600
-
241.56
ii) Ordinary rock
60
-
543.13
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
9
-
11893.95
ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired
159
-
4064.13
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
678.1
-
128.68
MPD AND STP INSTALLATION
-
-
-
Providing alteration to Manhole Covers for Fixing Submersible Turbine Including Fixing of 100mm diax 150 to 200mm long C class threaded Barrel Nipple , 100mm dia x 100 mm long coupler , 2 nos 100mm dia Class 150 threaded MS flange, 3mm thick packing sheet, nuts and bolts, 3mm thick permanite oil packing gasket to manhole cover, cutting of the manhole cover for fixing nipples etc. at workshop including transportation etc.
2
-
18808.32
Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge
2
-
2672.06
ii) S/W Slipon flanges of 80 mm dia conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein
20
-
1508.43
viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km
220
-
40.83
vii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km
1
-
7010.33
xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km
220
-
40.83
xi) MPD/MPP pumps upto 2 nos., 0-30 Km
1
-
7773.52
i) 2 product - 4 nozzle MPPs/MPDs
2
-
20034.04
iii) S/I Screwed type GM Ball Valve of 50 mm dia
5
-
5759.01
i) S/I of Threaded caps of 50 mm dia for dip pipe
2
-
325.02
iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping
12
-
1399.68
Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling & back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125.
50
-
5133.52
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
8
-
1049.21
viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
3
-
1192.37
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
5
-
9488.74
Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete.
10
-
5899.31
iv) Granite of any colour and shade having Area of slab over 0.50 sqm
10
-
6175.86
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
1.5
-
10461.36
i) Local Fine Sand within grading zone IV
2
-
2339.56
ii) Ordinary rock
8
-
543.13
DU ELECTRIFICATION
-
-
-
Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long
2
-
29352.29
ii) 2 poles, 40A
2
-
3363.19
Lettering with black japan paint of approved brand & manufacture and (unit/letter/cm ht)
150
-
7.24
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
30
-
156.79
v) 25 x 3 mm GI strip
200
-
119.04
ii) 32 x 6 mm G.I.strip
120
-
239.23
i) 50 x 10mm G.I. Strip
90
-
626.24
vi) 8 S.W.G. G.I. Wire (bare)
80
-
60.41
i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire
50
-
234.38
iv) 6 module frame
3
-
534.57
x) 15 A 6 Pin Modular socket
6
-
585.06
viii) 15 A Modular switch
6
-
518.7
iii) 500VA CVT
2
-
9907.26
iv) 5KVA stabilizer
2
-
23865.6
iii) 2+12 way SPN
2
-
3295.77
ii) Upto 32A DP MCB
10
-
892.57
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
300
-
235.03
iii) 3 Core x 1.5 sq. mm. (copper)
150
-
177.26
vi) 3 Core x 1.5 sq. mm.
8
-
540.27
vii) 3 Core x 2.5 sq. mm
8
-
563.17
vii) 3 Core x 2.5 sq. mm
4
-
555.5
vi) 3 Core x 1.5 sq. mm.
4
-
555.5
viii) 40mm dia HDPE pipe for borewell at a depth of 66m to 100m
30
-
223.13
CONSTRUCTION OF BUFFER STRIP
-
-
-
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
22
-
272.99
i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand)
22
-
411.22
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
6
-
1049.21
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
4
-
9488.74
i) Foundations,footings,bases of column
6
-
438.96
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
1
-
10461.36
ii) Ordinary rock
4.5
-
543.13
CONSTRUCTION OF SALES BUILDING
-
-
-
Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coil O/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KA for supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement of IOCL.
1
-
370871.34
Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement
28
-
1430.06
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
10
-
9488.74
i) Foundations,footings,bases of columns, etc. for mass concrete
40
-
438.96
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
10
-
11893.95
i) Local Fine Sand within grading zone IV
5
-
2339.56
ii) Ordinary rock
30
-
543.13
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1000
-
128.68
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth
30
-
946.27
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil
10
-
727.95
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
10
-
1049.21
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
2
-
10461.36
SALES BUILDING TOILET BLOCK (SEPTIC TANK
-
-
-
ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
30
-
406.14
viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
20
-
1192.37
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
8
-
9488.74
i) Local Fine Sand within grading zone IV
12
-
2339.56
ii) Ordinary rock
20
-
543.13
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
100
-
128.68
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
1
-
10461.36
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
1
-
11893.95
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
15
-
1049.21
Providing Neat cement punning
5
-
96.71
Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
1000
-
13.56
i) 25 mm nominal bore
2
-
766.12
i) 15 mm nominal bore
2
-
466.23
i) 15 mm nominal bore
2
-
466.23
ii) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap
1
-
3868.65
ii) 20 mm nominal bore
2
-
595.46
i) 15 mm nominal bore
2
-
521.95
ii) 20 mm nominal outer dia Pipes
15
-
736.84
i) 15 mm nominal outer dia Pipes
15
-
631.28
ii) 20 mm dia nominal bore
10
-
761.41
ii) 100mm inlet & 75mm outlet SCI S&S as per IS - 3989.
2
-
2433.96
i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern
2
-
7677.73
Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
1
-
38955
YARD LIGHTING (8 NOS)
-
-
-
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
5
-
11893.95
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
400
-
128.68
Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff = 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc.
12
-
12137.96
i) S/E Arm " L " bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge
1
-
2219.11
xviii) 3.5 Core x 50 sq. mm
8
-
1332.35
iii) S/E of 5 Meter high galvanised Octagonal pole with top 60mm(A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 210 x 210 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides)
8
-
16527.21
ii) "L" Pole
16
-
1798.66
vii) 3 Core x 2.5 sq. mm
8
-
563.17
xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS
25
-
459.49
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
250
-
235.03
Supplying and providing 100mm square hensel weather proof junction box for emblem pole/ light pole/yard light
8
-
3593.32
i) Foundations,footings,bases of column
25
-
438.96
iv) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 40mm
1.5
-
13015.55
i) All kinds of Soil
10
-
280.24
Providing and laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen
50
-
913.52
SIDE DRAIN
-
-
-
Providing Neat cement punning
136
-
96.71
ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
192
-
406.14
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
30
-
9488.74
i) Foundations,footings,bases of column
18
-
438.96
vii) 1:3:6(1 Cement : 3 Fine Sand : 6 Graded stone aggregate of 40mm)
3
-
7262.34
ii) Ordinary rock
30
-
543.13
CULVERT ON BOTH APPROACHES & OPEN DRAIN
-
-
-
ii) Ordinary rock
50
-
543.13
iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm)
3
-
10461.36
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
20
-
11893.95
i) Foundations,footings,bases of column
150
-
438.96
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
1150
-
128.68
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
2900
-
156.79
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
30
-
1049.21
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
3
-
9488.74
ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
10
-
406.14
Providing Neat cement punning
10
-
96.71
v) 600 mm dia. R.C.C. pipe
6
-
3002.44
AIR FACILITY
-
-
-
Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete.
8
-
5899.31
ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand)
5
-
406.14
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
200
-
128.68
ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH
2
-
9488.74
ii) 150 mm dia. R.C.C. pipe
30
-
712.88
Supplying & fixing of 18 gauge GI plain sheet of approved make with necessary folding/ fabrication using hydraulic press for flashing sheet / fascia, etc. in roofing / buildings / sheds etc. including all necessary fixtures etc., complete
2
-
5912.18
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
2
-
11893.95
ii) Ordinary rock
1
-
543.13
Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
15
-
156.79
ii) Horizontal air compressor Assembly of 3 HP (160-220 LITRES) including civil works
1
-
74054.08
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
100
-
235.03
vii) 3 Core x 2.5 sq. mm
2
-
563.17
iii) 25 mm nominal outer dia Pipes
10
-
674.96
Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.)
1
-
90207.92
UNIPOLE FOUNDATION
-
-
-
iv) Granite of any colour and shade having Area of slab over 0.50 sqm
1
-
6175.86
Supplying and fixing of 10mm thick mirror polished black granite tiles for pump island edges etc. over 12mm thick CM 1:4 including cost of all materials and labour etc. complete.
1
-
5899.31
ii) Upto 32A DP MCB
2
-
892.57
i) For cables 2.5 to 4 sqmm XLPE / AYFY
1
-
2562.94
vii) 3 Core x 2.5 sq. mm
2
-
555.5
iv) 3 Core x 2.5 sq. mm Copper Cable FRLS
80
-
235.03
iv) 20mm dia x 900mm long with 100 mm dia x 6 mm thick plate
8
-
529.55
vi) 50 mm nominal outer dia Pipes
6
-
1392.32
viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH
1
-
1192.37
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
100
-
128.68
i) Foundations,footings,bases of column
10
-
438.96
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
2
-
11893.95
iv) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 40mm
1
-
13015.55
i) Local Fine Sand within grading zone IV
1
-
2339.57
ii) Ordinary rock
10
-
543.13
CONSTRUCTION OF CANOPY FOUNDATION
-
-
-
ii) Ordinary rock
42
-
543.13
Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks
16
-
1049.21
vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm)
1.6
-
9440.66
ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786
600
-
128.68
ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm
10
-
11893.95
i) Foundations,footings,bases of column
25
-
438.96
v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate
24
-
895.31
ii) Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets with common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
-
10600.67
iv) 300 mm dia. R.C.C. pipe
36
-
1330.9
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