Indian Oil Corporation Limited Tender
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Costs
EMD
₹ 13,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Green Belt Area Behind Admin Building For Development Of Nrpl Silver Jubilee Garden And Miscellaneous Landscaping Renovation Works At Nrpl Rewari
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
2024_NRPNP_181588_1Tender No
PNP24063Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
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Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
Providing Hydraulic Excavator (3D) with driver and fuel on hire and carrying out works as per instructions of EIC/Site Engineer
16
1155
18494.56
Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]
30
1629
48882.3
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
-
-
-
Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
11
1925
21185.89
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
6.5
1189
7729.93
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]
7
2809
19668.32
Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge.
15
356
5341.65
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceab le material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre l ead as per directions of the Engineer-in-Charge.
125
31
3886.25
Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with ceme nt mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curv e, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per directions of the Engineer -in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Old kerb stones shall be supplied by the d epartment free of cost.]
125
91
11493.75
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :
-
-
-
Channels, angles, tees and flats
200
1
374
" Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes wit hout damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required size s as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's des ignated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perf orm and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the lin ear measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer befo re dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be di smantled."
1.13
28274
31950.47
Pipe size up to 2 inch NB : Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as requ ired by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from desig nated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bendi ng, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, t hermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments e tc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrosta tic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpl uses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than t hose specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings , specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only m odification / rework jobs.)
21
577
12124.35
Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or a s required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/ecc entric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief val ves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instrum ents etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hy drostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the dr awings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner, Item covers only modification / rework jobs.)
30
567
17037
4" WNRF 150#
1
1102
1102.22
3" WNRF 150#
3
750
2251.68
2" WNRF 150#
3
520
1562.01
1" WNRF 150#
1
306
306.52
4" SWMG ANSI 150#
1
197
197.35
3" SWMG ANSI 150#
3
159
478.68
2" SWMG ANSI 150#
3
103
311.76
1" SWMG ANSI 150#
1
64
64.03
Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length)
6
68
409.38
Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length)
24
56
1360.32
Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length)
16
59
957.28
Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length)
4
46
184.72
4" BLRF 150#
1
1065
1065.48
3" BLRF 150#
3
700
2100.51
2" BLRF 150#
3
388
1165.2
1" BLRF 150#
1
208
208.89
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
320
201
64505.6
Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and dis posal of rubbish, all works up to any lead & lift as directed by the Engineer-in-Charge.
1400
26
37772
Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment].
125
609
76126.25
Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume o f cattle manure measured in stacks will reduced by 8% for payment].
30
298
8967.6
Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge.
155
41
6454.2
Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidat ion, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR].
155
59
9278.3
Preparation of mounds of various size and shape by available excavated/ supplied earth in layers not exceeding 20 cm in depth, break ing clods, watering of each layer, dressing etc., lead up to 50 meter and lift up to 1.5 metre complete as per direction of the Engi neer-in-Charge.
11
520
5725.94
Anti-termite treatment of lawn area using PREMISE 30.50% IP. One litre PREMISE diluted in 499 litres of water and applying solution @ 1.00 litre per sqm of lawn or bed area (two applications are required) including cost of chemical complete as per directions of th e Engineer-in-Charge.
1400
9
13524
Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to Type-III of ASTM-D-49 56-01 as approved by the Engineer-in-Charge, letters, borders etc. as per IRC:67:2001 in silver white with blue colour back ground a nd with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressu re conforming to Class-II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized alu minium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with t heft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of alu minium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structura l frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and directions of the Engineer-in-Charge. [Note: Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment] :
-
-
-
Overhead informatory road signage
5
5857
29289.6
Fine dressing of the ground
1400
4
5894
Providing & laying Selection No. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ra mming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the sam e maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge.
890
109
97383.8
Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level an d ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning w ith sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Ch arge.
202.5
274
55489.05
Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Eng ineer-in-Charge (excluding cost of plant & water):
-
-
-
Shrub Plant
2000
4
8300
Hedge Plant/ Ground Cover
2000
2
5560
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
100
571
57127
Providing & fixing of White River (Stone) Pebbles size of 2" to 2.50" dia in natural colour at site of work including loading, unloa ding, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge.
50
769
38464
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per directions of the Engineer-in-Charge.
205
1675
343571.8
Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per directions of the Engineer-in-Charge.
90
195
17628.3
Providing and laying 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 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
10
7525
75253
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
100
92
9294
Providing and fixing bolts including nuts and washers complete.
25
142
3559.75
Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded st one aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted wi th fine sand, including finishing the top smooth etc. complete and as per directions of the Engineer-in-Charge.
20
535
10708.2
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
95
1698
161318.55
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates,flats, bars etc. including cutt ing to required size, welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves, etc. including pre paration of detailed fabrication drawings & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a c oat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendatio ns, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and dir ections of the Engineer-in-Charge. (excluding the cost of concrete work).
2.5
128068
320171.83
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
30
7068
212046
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:4 (1 cement : 4 coarse sand)
160
353
56568
Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge.
5
3909
19546.5
Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edge to give hi gh gloss finish etc. complete as per design approved by the Engineer-in-Charge :
-
-
-
Granite work
50
417
20853.5
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 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
7
2006
14045.29
Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 Kg/sq.m. and grouting of the same. All complete as per the directions of Engineer-in-Charge.
20
3603
72061.4
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dump ing ground within 50 metres lead.
25
43
1080.75
Polished stone tile work (8 mm thick) for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cemen t slurry @ 3.3 Kg/sqm including pointing in white cement complete :
-
-
-
Granite of any colour and shade
21
3244
68133.87
Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacture r) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, lai d on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tile s will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily :
-
-
-
Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacture r) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, lai d on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tile s will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily :
-
-
-
Size of Tile 600 x 600 mm
20
1483
29668.2
Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 Kg of organic coated filler of desi red shade (0.10 Kg of hardener and 0.20 Kg of resin per Kg), including filling/ grouting and finishing complete as per directions of the Engineer-in-Charge :
-
-
-
Size of Tile 600x600 mm
20
267
5346.2
Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in requir ed design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings wit h 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cemen t slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. a ll complete as specified and as directed by the Engineer-in-Charge.
5
2745
13725.95
Finishing walls with Acrylic Smooth exterior paint of required shade :
-
-
-
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)
25
182
4564.25
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
One or more coats on old work
110
88
9748.2
Supplying, fitting, fixing and commissioning of Cascade Jet Fountain up to 13'-0" height complete with "PEM" CANADA make nozzles, pu mp, motor, starter panel, requisite electrical work etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
1
71081
71081.95
Providing 4 feet high R.C.C SCLUPTURE BY EMINENT SCLUPTOR complete in all respects inclusive of cost of all labour, materials, tools , tackles etc.
1
53311
53311.77
External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge :
-
-
-
15 mm nominal dia pipes
25
224
5621.5
25 mm nominal dia pipes
25
362
9052.25
40 mm nominal dia pipes
60
594
35699.4
50 mm nominal dia pipes
60
877
52653.6
65 mm nominal dia pipes
80
1720
137660
Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./ H.P.H.D . plastic ball :
-
-
-
15 mm nominal bore, 105 mm long, weighing not less than 138 gms
1
212
212.33
25 mm nominal bore, 152 mm long, weighing not less than 440 gms
1
525
525.71
40 mm nominal bore, 206 mm long, weighing not less than 690 gms
1
807
807.28
50 mm nominal bore, 242 mm long, weighing not less than 1240 gms
5
1385
6929.9
Constructing Masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 w ith a floating coat of neat cement complete as per standard design :
-
-
-
With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5
5
1754
8770.85
Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open g rooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: (A) Structural ana lysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of w ater to make it watertight including checking of all the structural and functional design. (B) Providing, fabricating, supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4 mm thick alumin ium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thi ck). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF/ Lumiflon based fluoropolymer resi n coating of approved colour and shade on face #1 and polymer (Service) coating on face #2 as specified using stainless steel screws , nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (C) The fastening brackets of Aluminium alloy 6005 T5/ MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bo lts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specificati on and drawing. The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium co mposite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall p rovide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete, as per the Arc hitectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Cha rge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Pane l Cladding (including width of groove) shall be measured in square metre up to two decimal places.
46
4777
219765
Power cables LT : OD upto 20 mm
200
35
7136
1 light point controlled by 1 switch
6
1289
7736.34
"Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box "
2
3559
7118.2
Providing and laying medium quality, Class-B galvanised steel pipes of Tata / Jindal or approved equivalent make conforming to IS-12 39 [Part-I] in underground trenches, on steel, concrete or similar structures including cutting, threading, bending, supply & instal lation of supports, clamps, small iron structures, spacer, seats, plugs, bush, fittings / fixtures like bends, tees, nipples, reduce rs etc. all complete as per specification, drawing and direction of Engineer-in- charge. Item includes sealing of pipe ends & joints with bushes and bitumen based fillings and such other miscellaneous works so as to make piping water tight.
-
-
-
25 mm dia
6
215
1290.06
"Laying galvanised steel pipes as supplied by owner in underground trenches, on steel, concrete or similar structures includin g cutting, threading, bending, supply & installation of supports, clamps, small iron structures, spacer, seats, plugs, bush and fittings / fixtures like bends, tees, nipples, reducers etc. all complete as per specification, drawing and directio n of Engineer-in- charge. Item includes sealing of pipe ends & joints with bushes and bitumen based fillings and such oth er miscellaneous works so as to make piping water tight. NOTE: 1.Only GI pipes will be supplied by the owner . 2.The item includes transportation of pipes from owner's store / issue point to the site, returning unused pipes to th e stores as per the direction of engineer-in-charge."
-
-
-
25 MM DIA
6
33
201.6
Supplying and installation of pop up Sprinkler, adjustable range from 7m to 12 m, adjustable angle 50 degree to 360 degree , 1/2'' t o 3/4'' inlet, heavy duty, corrosion resistant pop up & retracting mechanism with rain curtain function, working pressure 25 to 60 p si as per the instructions of EIC/Site Engineer
20
2011
40226.6
Supplying and fixing fibreglass planter of size 20"W x20"L x 20"H, Weather Resistant, UV Resistant, Rust Resistant, , waterproof, fi reproof, termite proof, and rust proof for outdoor likes - Garden, Patio, Lawn, Park, Pathway, and Passage as per the instructions o f EIC/Site Engineer
8
5672
45376
Supplying and fixing fibreglass planter of size 12"W x 47"L x 12"H, Weather Resistant, UV Resistant, Rust Resistant, , waterproof, f ireproof, termite proof, and rust proof for outdoor likes - Garden, Patio, Lawn, Park, Pathway, and Passage as per the instructions of EIC/Site Engineer
2
7054
14108
Supplying and fixing of Vertical Garden Frames panels with pots for outdoor usage made from durable plastic (1 Frame x 3 Pots) in b lack colour polished finish, wall mountable including fixing on wall/frame with fastners etc. complete as per instructions of EIC/Si te Engineer
320
220
70560
Designing, Supply and installation of letter signs, SS letter with LED acrylic letter base with LED module of samsung/wipro or equiv alen make with copper wiring, tentative size of each SS letter 18 inch height * 3 inch depth and thickness of sheet minimum 3 mm, we atherproof design. etc complete as per instructions of EIC/Site Engineer(EA means each letter of 18 inch height, proportionate reduc tion will be made for smaller height letter).Design drawing of the totem/pylon signage board to be submitted for approval of EIC bef ore starting work.
60
1256
75379.8
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR].
155
254
39387.05
Supplying and Laying of sandstone blocks (10CM*10CM*10CM) of approved colour in footpath & courtyard, jointed with neat cement slurr y mixed with pigment to match the shade of stones complete, on 40 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) as per the instructions of EIC/Site Engineer
50
2673
133674
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 1 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) wit h an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which i s included in this item) :
33
5371
177246.3
Designing, Supply and installation of custom designed totem/pylon signage made of 3mm high quality ACP/Acrylic shhet with backlit le d modules of Wipro/Samsung or equivalent make, frame work with MS channel, copper wiring & weatherproof/rainproof design, installati on including civil work at site etc complete as per instructions of EIC/Site Engineer. Design drawing of the totem/pylon signage boa rd to be submitted for approval of EIC before starting work.
55
1750
96250
Preparation and submission of plans/drawings through professional experienced architect and getting them approved by IOCL for develo pment of garden of tentative area 1400 sqm at NRPL Rewari Station(Plans should include general layout plans, plumbing plan, siting a rea/patio plan, sculpture plan, branding boards plan etc complete for development of park) including following features such as walk ing tracks, fountain area, vertical garden area, patio (MS channels canopy), garden watering system with pop up sprinkler(undergroun d), landscaping features, one sculpture, branding signages(totem & backlit letters), horticultural features etc complete for garden and assistance during implementation of plan for smooth implementation.
1
45000
45000
Landscaping of Lawn-admin building fron
-
-
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
5
201
1007.9
Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, fillin g with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared u nserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR].
45
254
11434.95
Shrub Plant
1000
4
4150
Hedge Plant/ Ground Cover
1000
2
2780
Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottl e Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complet e in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engine er-in-Charge.
50
571
28563.5
Anti-termite treatment of lawn area using PREMISE 30.50% IP. One litre PREMISE diluted in 499 litres of water and applying solution @ 1.00 litre per sqm of lawn or bed area (two applications are required) including cost of chemical complete as per directions of th e Engineer-in-Charge.
600
9
5796
Providing & fixing of White River (Stone) Pebbles size of 2" to 2.50" dia in natural colour at site of work including loading, unloa ding, carriage and all taxes paid etc.and as per directions of the Engineer-in-Charge.
10
769
7692.8
Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per directions of the Engineer-in-Charge.
35
1675
58658.6
Providing and laying 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 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
3
7525
22575.9
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
50
857
42885.5
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
5
7068
35341
15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
1:4 (1 cement : 4 coarse sand)
120
353
42426
Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge.
15
3909
58639.5
Polished stone tile work (8 mm thick) for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cemen t slurry @ 3.3 Kg/sqm including pointing in white cement complete :
-
-
-
Granite of any colour and shade
10
3244
32444.7
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 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
40
2006
80258.8
Providing edge moulding to 18 mm thick Marble/ Granite stone counters, Vanities etc., including machine polishing to edge to give hi gh gloss finish etc. complete as per design approved by the Engineer-in-Charge :
-
-
-
Granite work
60
417
25024.2
Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
35
1698
59433.15
Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level an d ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning w ith sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Ch arge.
17.5
274
4795.35
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead :
-
-
-
For thickness of tiles 10 mm to 25 mm
20
60
1215.8
Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in approved design. The glass mosaic tiles shall be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 Kg/sq.m. and grouting of the same. All complete as per the directions of Engineer-in-Charge.
20
3603
72061.4
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dump ing ground within 50 metres lead.
15
43
648.45
Supplying and fixing fibreglass planter of size 20"W x20"L x 20"H, Weather Resistant, UV Resistant, Rust Resistant, , waterproof, fi reproof, termite proof, and rust proof for outdoor likes - Garden, Patio, Lawn, Park, Pathway, and Passage as per the instructions o f EIC/Site Engineer
2
5672
11344
Supplying and fixing fibreglass planter of size 12"W x 47"L x 12"H, Weather Resistant, UV Resistant, Rust Resistant, , waterproof, f ireproof, termite proof, and rust proof for outdoor likes - Garden, Patio, Lawn, Park, Pathway, and Passage as per the instructions of EIC/Site Engineer
2
7054
14108
Supplying and Laying of sandstone blocks (10CM*10CM*10CM) of approved colour in footpath & courtyard, jointed with neat cement slurr y mixed with pigment to match the shade of stones complete, on 40 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) as per the instructions of EIC/Site Engineer
20
2673
53469.6
Renovation of Parking Shed-2|KBPL-REWAR
-
-
-
Dismantling cement asbestos or other hard board ceiling or partition walls including stacking of serviceable materials and disposal of unserviceable materials within 50 metres lead.
175
46
8148
Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates,flats, bars etc. including cutt ing to required size, welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves, etc. including pre paration of detailed fabrication drawings & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a c oat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendatio ns, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and dir ections of the Engineer-in-Charge. (excluding the cost of concrete work).
0.3
128068
38420.62
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
-
-
-
One or more coats on old work
150
88
13293
Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ' J' or 'L' hooks, bolts & nuts 8 mm dia. G.I plain/ bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system un der approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS:10192 and IS:12866. The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified :
-
-
-
2 mm thick flat
175
1107
193865
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