Indian Port Rail And Ropeway Corporation Limited Tender
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Indian Port Rail And Ropeway Corporation Limited - IPRCL Tender
Civil And Construction
Miscellaneous
Eprocure
Opening Date27 Oct 2021
Closing Date9 Dec 2021
Tender AmountRefer Documents
Costs
EMD
₹ 100Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Conversion Of Manikpur Existing Chp Siding To Silo Loading Siding At Korba Under Secl Command Area
Description
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Contact
Tender Id
2021_IPRCL_92823_1Bid Award Id
ViewTender No
IPRCL/BBS/T/SECL/MKP/CHP/82 Dt.22.10.2021Tender Authority
Indian Port Rail And Ropeway Corporation Limited ViewPurchaser Address
-Website
http://etenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
In all conditions and classifications of soil except rock
1411000
-
179.37
... More
Supplying, laying and spreading stone dust(Natural or Mechanically prepared as per GE-1 or G.E.IRS-2)over new /old embankment/cutting in layers of 30cm in loose state to make the embankment of designed profile as per specifications. The rate is inclusive of initial site clearance, cutting of shrubs, removal of roots of vegetation growth & heavy grass, surfacing & levelling to give required slope, benching, if required on existing bank slope, dressing and finishing of bank, all lead & lift, ascent, descent, crossing of nallahs/other obstructions, spreading the materials and final dressing of slopes and top surface as per specified camber using contractor's own machinery equipment , T &P labour etc.as a complete job.
10000
-
1300.1
... More
Extra for mechanical compaction of earth/blanketing material filled in embankment with contractor’s rollers of suitable capacity, type and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P, consumable material and all labour as a complete job. The work is to be executed as per Latest edition of "Guidelines for Earthwork in Railway Projects" issued by RDSO, Lucknow.
1000
-
17.82
... More
Earth work in fillingEarthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, rain bunds, if provided, platforms etc. with earth excavated from outside railway boundary entirely arranged by the contractor at his own cost as per RDSO's latest guidelines and specifications and special condition of contract including all leads, royalty, lifts, ascents, descents, crossing of nallahs or any other obstructions. The rates shall include all dressing of bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of vegetations growth, heavy grass, benching of existing slope of old bank,all handling/re-handling, taxes, octroi and royalty etc. as a complete job. Cut trees shall be property of railways and to be deposited in the railway godown unless specified otherwise in the Special Conditions of Contract
2000
-
350
... More
Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note - Initially payment of only 40% will be made. Balance 60% will be paid only after 3 months of maintenance period, if the turfing is properly rooted.Turfing with sods, 10cm thick and 20cm square closely laid
5000
-
67
... More
Other unforeseen items
-
-
-
... More
Description of Items
-
-
-
... More
B.G. Monoblock Prestressed concrete sleepers ( category-1) as per RDSO's Drg. No.T-2496 and IRS Specification T-39 with latest alteration if any
5810
-
3185.5
... More
B.G. PSC sleepers ( category-1)for 1 IN 8.5 Turn out including approach and exit sleepers as per Turnout assembly as per RDSO's Drg. No.T-4865 and IRS Specification with latest alteration if any
10
-
428306
... More
Supply of B.G. PSC Sleepers (category -I) for 1 in 8.1/2 derailing switch as per RDSO drg. no. T- 6068 including approach and exit sleepers with upto date alt. and conforming to IRS specification.
6
-
184154.88
... More
Supply of 1 in 8.5 Points & X-ing with 60kg (IRS-T-12) 90 UTS 1st quality rails on PSC sleeper layout as per RDSO Drg. No. T- 4865, 4966 & 4967 with CMS crossings, all fittings and fastening, 2 pair of 1m long fish plates, bolts & nuts, Lead rails, hand lever, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC sleepers.
10
-
965872.63
... More
Supply of BG 1 in 8.1/2 Drailing switch with 60 Kg (IRS-T-12) 90 UTS 1st quality rails on PSC Sleepers layout as per RDSO Drg. No. T-6068, with all fittings and fastenings, bolts & nuts, Lead rails, standard fish plates (610mm long) and fish bolts & nuts complete but exclusive of PSC Sleepers
6
-
307070.47
... More
Supply of 1m long 60kg Ffsh Plates 60Kg to RDSO's Drg. No. T 5916 with nuts & bolts as per no. T-1899 upto date alterration conforming to IRS Specification (1 set include 2 fish plates and Six Nuts & Bolts)
196
-
4597.03
... More
Fish Bolts and Nuts as per RDSO's Drg. No. T1899 (Alt.2) of size 25mm dia and 140 mm long cnforming to specification Nn. T- 23/67
754
-
90.64
... More
Elastic Rail Clips with flat toe(MK-III) to RDSO's Drg. T3701 cnforming to specification IRS-T31/89
22540
-
82
... More
Elastic Rail Clips type 'J' for use at fish plated joints as per RDSO's Drg. T4158 cnforming to specification IRS Specification
784
-
83.45
... More
Grooved Rubber Sole Plate to RDSO's Drg. No. T3711 (upto date Alteration) conforming to Specification for 6mm thick grooved rubber sole plates(Provisional) 1987 revised 2000
11620
-
27.55
... More
Supplying of GFN liners for 60 Kg BG PRC sleepers, to RDSO Drg. No.T-3706 (upto date Alteration) conforming to IRS specification for use with Mark-III flat toe ERC ( Drg. No. T-3701).
23240
-
20.56
... More
End Cut GFN liner for Husing J Clips as per RDSO Drg. No. T-3706
784
-
17.6
... More
Supply of 60 kg Joggled fish plates to RDSO Drg.No. T-4016 with clamps to RDSO drg no.T-4017 & 4017/1 including one bolt to RDSO Drg No.T-11524 (one set comprises of two fishplates and 4 clamps of each type & 4 bolts).
20
-
7781.42
... More
Supply of Point clamp for 60 Kg 1 in 8½ pts & xings fan shapped layouts as per RDSO Drg.No. T-858,Alt-1
16
-
1023.26
... More
Supply and Fixing of Adjustable Hand Lever Box with Pulling Rods and Handles with plunger locks as per RDSO Drg no. MA-3040 with upto date Alteration/ammendments if any, conforming to IRS specification for Turnouts & Derailing Switches.
16
-
9583.85
... More
C.I. Brackets as per RDSO Drg. No. T-4917 for 60 Kg Rails section
2307
-
569.66
... More
Bolt & Nuts to Drg.No. RDSO/T-11687 including single washer (22 x 90 mm) for Curve check Rail.
2307
-
63.29
... More
Plate Screws to Drg.No. RDSO/T-3913 & specification IRS No. T-16/81
4614
-
60.44
... More
Double coil spring washer to Drg.No. RDSO/T-1214
4614
-
22.33
... More
Supply of Rubber Sole Plate (1000mmX270mmX10mm))
900
-
1160.6
... More
Description of items
-
-
-
... More
Supply, delivery and stacking of machine crushed 50mm gauge, clean, hard, angular and durable stone ballastas per specification and stacking the same on cess of formation or Toe of bank or at suitable places as direted by Engineerin -in-Charge at Site. The rate includes all cost of lead lift, Royality, Sales Tax, and other taxes and duties and all incidental charges, complete as applicable, with all contractor's labour, tools, plant and machinery etc. complete as per RDSO specification. The rate also include levelling of ground if necessary, where the ballast are to be stacked.and follow the guide line of RDSO.
8750
-
1800
... More
Handling, lifting and leading of ballast from stacks with all lead ,lift,ascent,descent,crossing Road/Rly lines etc. which have been duly measured and released for spreading and spreading the ballast on formation to ensure uniform and compact ballast cushion under the sleepers. The rate shall include spreading of ballast as per specified line and level and maintaining approved profile as provided in the technical specifications. Spreading of ballast on formation will be done only after supply is completed for a particular stretch as decided by Engineer in charge and ballast stacks have been released for spreading. Quantity of ballast used and payment thereof shall be made for the net quantity of ballast.
8750
-
151
... More
Total amount =
-
-
-
... More
Description of items
-
-
-
... More
Dismantling of existing B.G.Track of 60kg/52Kg/90R or any section of rails with any kind of sleepers with fittings and fastenings. The rate should be inclusive of cutting of rails, bolts & nuts, if necessary, for dismantling of track. Released materials should be kept seperately i.e. Rails , Sleepers, fastenings etc. by the side of the track up to a free lead of 300m as per direction of the Engineer-in-Charge.
150
-
113
... More
Laying, B.G.straight or curve P.Way 60kg rails and concrete sleeper 1660 nos density with standard fittings ensuring correct spacing of sleepers, fixing & tightening of Fish bolts & nuts and maintaining proper guage, alignment, level (both cross & longitudinal), expansion gap at rail joints, superelevation where necessary and with one initial through packing. The rate should be inclusive of dekinking of rails as required, cutting of rails as required on straight and curve track for squaring of joints, drilling holes on web of rail square to rail surface by using proper template for fish plated joints, champhering of drilled holes, greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease oil etc. Sleeper spacing, versine, superelevation etc shall also be marked by the contrctor with white paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site. The unit of track metre consists both sides rails, sleepers and all other fittings required thereof including provision of reference pillar at 100m apart on cess of the formation.
3500
-
388
... More
Through packing of any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.
-
-
-
... More
1st through packing
3500
-
55.14
... More
2nd through packing
3500
-
45.95
... More
3rd through packing
3500
-
45.95
... More
4th through packing
3500
-
45.95
... More
Assembling, linking and laying in position B.G.Standard 60 kg/52 kg turn-outs on P.S.C. sleepers including approach & exit PSC sleeper portion to correct alignment & gauge.This includes switches lead rails, stock rails both straight and curve, crossing with 60 kg/52 kg rails and standard fittings ensuring correct spacing of sleepers fixing & tightening of Fish bolts & nuts and maintaining proper guage, expansion gap at rail joints and with one initial through packing. The rate should be inclusive of dekinking of rails as required, bending stock rails, cutting of rails to required standard size and drilling holes on web of rails square to rail surface by using proper template (for fixing fishplates, distance block, stretcher bars), greasing and oiling of fish plates & fish bolts and nuts and at fishing zone of the rail ends including supply of grease, oil etc. complete in all respects. The rate should also be inclusive of carrying rails, sleepers, switches, crossings, fittings & fastenings with all lead, lift, ascent, descent crossing Road/Rly line if necessary from Client/IPRCL Store Depot to Site of work within a distance of 1 km. Sleeper spacing shall also be marked by the contractor with white/yellow paint at his own cost. The work has to be carried out as laid down in IRPWM and as per direction of the Engineer-in-Charge at site.
-
-
-
... More
1 in 8½ Turnout/Sym. split
10
-
79423.07
... More
1 in 8½ Derailing switch
6
-
28483.08
... More
Through packing of 1 in 8.1/2 Turn-out on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.
-
-
-
... More
1st through packing
10
-
7505.39
... More
2nd through packing
10
-
6491.35
... More
3rd through packing
10
-
6153.35
... More
4th through packing
10
-
6153.35
... More
Through packing of 1 in 8½ Derailing switch on any kind of sleepers with stone ballast to maintain correct alignment cross and longitudinal level as required for maintaining track gauge, versine, superelevation etc. on both straight and curve track laid with contractor's tools and labour inclusive of all charges as per IRPWM and as directed by Engineer-in-charge.
-
-
-
... More
a) 1st through packing
6
-
2252.1
... More
b)2nd through packing
6
-
2101.36
... More
c)3rd through packing
6
-
2051.12
... More
d)4th through packing
6
-
2051.12
... More
Making and fixing in position cement concrete (1:2:4) Fouling Mark as per enclosed drawing with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like cement, stone agreegates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects.
10
-
2696.91
... More
Manufacturing and fixing of check rails for L-Xing/Curve as directed by Site In charge Machine cut of 60kg/52 Kg rails of required size. Drilling holes on web by drilling machine as per requirement. Fixing the check rail to the inner side of both the running rails of L-Xing with the help of C.I. Bracket, bolts, nuts and plate screw at an intervals as directed by Engineer-in-charge maintaining proper check rail clearance and fixing them on each concrete sleeper. (Rails will be provided by IPRCL/SECL free of cost.
1390
-
1232
... More
Welding of rail joints 60 kg from single rail to 3-rail panel by SKV process with contractors supply PORTION approved by RDSO (to be supplied with authenticated certificate), dry moulds including supplying skilled/artisan staff like welder, moulder, chipper,lutter, aligner, striker/hammerman & adequate nos. of semi-skilled and un-skilled labour and supplying petrol @1.6 litre/joint for facilitating welding works on track by shifting the joint sleepers on either side, providing suitable gap of about 23 mm to 26 mm for welding, fixing the petrol tanks & heating the rail ends by approved contractor's equipment and chipping the exess materials if required, aligning, levelling etc. complete including filing after welding. The work is to be carried out as per alumino Thermic Welding Manual and as per Specification IRS-T-19-1994. The rate should also be inclusive of pulling back of rails for providing required gap at rail joint for Thermit welding.
280
-
5105.49
... More
Removing of overburden from track i.e. excavation in all conditions & classification of soil mixed with coal, coal dust, ballast, rubbish, muck, vegetation, weeds etc from track profile (i.e. from top of sleeper level for a width of 2.125 m on either side from centre line of track) by digging upto formation level to expose the buried track and disposal of the same at a distance of 1km .
3500
-
281.68
... More
Trolleying rails (New/Old) & PSC (Old) sleepers from the Client/IPRCL Site store to the site of work & vice-versa by contractors transport/diplorry upto a distance of 1 km including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc complete.
4000
-
633.21
... More
Stacking of Rail at Site
505
-
200
... More
Trolleying rails (New/Old) & PSC (Old) sleepers from the Client/IPRCL Site store to the site of work & vice-versa by contractors transport/diplorry up to a distance of 1 km including handling, loading, unloading of materials with all lead, lift, crossing road/ rly. tracks etc. complete.
4500
-
633.21
... More
Trolleying rails (New/Old) & PSC (Old) sleepers for every additional 1/2 Km (500 mtr) by contractors transport/diplorry. over 1 Km and up to 2 km over BOQ item no. 22
2500
-
96.08
... More
Construction of RCC Buffer
1
-
350000
... More
Drilling holes 28mm/32mm dia. (as directed by Engineer at site) in rails (New/SH) for fish bolts inside/outside track.
-
-
-
... More
60 kg(New/SH) rails section
395
-
195
... More
Cutting rails (New/SH) rails section inside/outside track.
-
-
-
... More
60 kg(New/SH) rails section
175
-
234
... More
Manufacturing, fabricating, supply and fixing in position of steel boards e.g. W/L boards, STOP boards, CAUTION boards with stand or any other similar type of boards as per drawing and specification mention in IRPWM with contractor's all materials such as steel sheets (2mm thick),M.S. angles (65 X 65 X 10mm), electodes, etc. including earth work in excavation & grouting complete in all respect. The rate should be inclusive of painting with two coats of priming coat of approved quality, lettering incl. supply of contractor's paint with all lead, lift, ascent, descent, etc.
5
-
5030
... More
Making and fixing in position cement concrete (1:2:4) Kilometre/Curve/Gradient pillar as per drawing of Railways/IPRCL with proper painting and lettering as per directives of the Engineer-in-Charge of the work. The rate is inclusive of all materials like shuttering, cement, Reinforcement, stone agreegates, sand and paints etc., earth work in excavation and all incidental works required for fixing in position complete in all respects.
10
-
3418
... More
Any unforseen items
-
-
-
... More
Total amount =
-
-
-
... More
Description of Items
-
-
-
... More
Earthwork in excavation for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil upto a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge:
All kind of soils.
1000
-
226.36
... More
Ordinary rock
2214
-
253.58
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
Thermo-Mechanically Treated bars of grade Fe-500D or more
87360
-
69.04
... More
Providing and laying in position cement concrete of specified proportion excluding cost of cement , cetering, shuttering -all works upto plinth level
1:.3:.6 ( 1 Cement : 3 Course sand : 6 stone chips)
332
-
1822.46
... More
Providing and laying in position machine mixed, machine vibrated and machine batched Design Mix Mass Cement Concrete M-25 grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, including the cost of centring, shuttering and finishing complete as per drawings and technical specifications as directed by Engineer. Payment for cement & reinforcement shall be paid extra.
1456
-
1842.49
... More
Supply of Cement (OPC 43 or 53 Grade) at Site, including loading, unloading, stacking transportation and storage as per direction of Engineer-in-charge. The rate also includes cost for supply from godown to the place of work at site including
loading, unloading and transportation etc.
584
-
6305.74
... More
Any other unforseen item
-
-
-
... More
Description of Items
-
-
-
... More
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
770
-
11.88
... More
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
30
-
1015.98
... More
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 direction of Engineer - in- charge.
25
-
2400.44
... More
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
30
-
1392.04
... More
Earth work in excavation by mechanical means (Hydraulic excavator).manual means in foundation trenches of drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m for all kinds of soil.
1600
-
238.94
... More
Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.
All kinds of soil
760
-
85.62
... More
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
750
-
306.74
... More
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up
to 50 m and lift upto 1.5 m.
1520
-
208.01
... More
Providing and laying in position cement concrete of specified grade excluding the cost of cantering and shuttering - All work up to plinth level :
-
-
-
... More
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
78
-
5927.57
... More
1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stoneaggregate 20 mm nominal size)
65
-
6429.03
... 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 cantering, 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. All works up to plinth level (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 up to Plinth Level
175
-
7573.7
... More
All works above plinth level up to floor -V level.
250
-
8902.91
... More
Add for using extra cement in the items of design mix over and above the specified cement content therein.
200
-
637.64
... More
Cantering and shuttering including strutting, propping etc. and removal of form for
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
450
-
269.76
... More
Suspended floors, roofs, landings, balconies and access platform
1380
-
656.34
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
1080
-
522.81
... More
Columns, Pillars, Piers, Abutments, Posts and Struts
850
-
694.84
... More
Stairs, (excluding landings) except spiral-staircases
50
-
589.39
... More
Supplying reinforcement for R. C. C. work including straightening, cutting, bending, placing in position and binding all complete Thermo Mechanically Treated Bars Fe-500 or more.
-
-
-
... More
All works up to plinth level
13610
-
79.08
... More
All works above plinth level
19610
-
79.08
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 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.
155
-
581.53
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
100
-
5831.31
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in
all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand)
260
-
7395.62
... More
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
Cement mortar 1:4 (1 cement :4 coarse sand)
120
-
882.73
... More
12 mm cement plaster of mix :
-
-
-
... More
1:4 (1 cement: 4 coarse sand)
1800
-
261.52
... More
1:6 (1 cement: 6 coarse sand)
200
-
249.59
... More
15 mm cement plaster of mix :
-
-
-
... More
1:4 (1 cement: 4 coarse sand)
1310
-
302.06
... More
6 mm cement plaster of mix :
-
-
-
... More
1:3 (1 cement : 3 fine sand)
1110
-
215.31
... More
Neat cement punning.
198
-
59.42
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
130
-
186.28
... More
Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)
1120
-
86.42
... More
Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including required, to achieve even shade and colour applying additional coats wherever, Two coats
1500
-
77.56
... More
Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineering-charge: Fixing with adjustable lugs with split end tail to each jamb
84
-
395.48
... More
Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
46
-
2863.78
... More
Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge,Anodized (AC 15 ) aluminium
34
-
75.38
... More
Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter
thickness complete
14
-
220.19
... More
Providing and fixing aluminium sliding door bolts, ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868),transparent or dyed to required colour or shade, with nuts and screws etc. complete-300x16 mm
17
-
243.53
... More
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete-200x10 mm
31
-
85.22
... More
Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer-in-charge Extruded section profile size 48x40 mm
16
-
209.9
... More
24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (±0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter). The work shall be carried out as per specifications, drawing and as per directions of Engineer-in-Charge.
5
-
1667.44
... More
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately)
-
-
-
... More
Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
360
-
401.5
... More
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)
220
-
946.65
... More
Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
-
-
-
... More
Fixed to steel windows by welding
1800
-
156.54
... More
Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
33
-
163.12
... More
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL
anti-termite treatment (excluding the cost of chemical emulsion) :
-
-
-
... More
Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1%
concentration
50
-
26.75
... 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
540
-
1450.71
... 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.
180
-
1714.18
... More
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and matching pigment etc., complete.
25
-
877.8
... More
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
60
-
975.72
... More
Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge.
-
-
-
... More
In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile
60
-
1415.82
... More
In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)Acid and alkali resistant tile
120
-
1522.54
... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
730
-
471.95
... More
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(Zone III) : 4 graded stone aggregate 12.5mm nominal size).
250
-
329.47
... More
Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern.
4
-
8864.79
... More
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests.
4
-
5134.34
... More
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap.
7
-
2605.57
... More
Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
4
-
1215.09
... More
Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete.
4
-
797.21
... More
Providing and fixing soil, waste and vent pipes : 100 mm dia. Sand cast iron S&S pipe as per IS: 1729.
35
-
954.8
... More
Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2 ( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes : 100 mm dia pipe
35
-
140.58
... More
Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. : For 100 mm dia. Pipe
33
-
272.22
... More
Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete 100 mm Sand cast iron S&S as per IS - 1729
11
-
437.2
... More
Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less than 45gms.
11
-
94.46
... More
Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour.
600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms.
11
-
563.95
... More
Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes
55
-
288.89
... More
Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
-
-
-
... More
Coupler-110 mm
60
-
111.56
... More
110 mm bend
60
-
122.97
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. internal work 20 mm dia. nominal bore
220
-
325.86
... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. internal work 15 mm dia. nominal bore
110
-
269.81
... More
Providing and fixing brass bib cock of approved quality : 15 mm nominal bore
22
-
286.52
... More
Providing and fixing brass stop cock of approved quality : 15 mm nominal bore
22
-
286.52
... More
Providing and fixing uplasticised PVC connection pipe with brass unions : 30 cm length15 mm nominal bore
22
-
68.99
... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) 20 mm nominal bore
175
-
247.32
... More
Providing and fixing PTMT pillar cock of approved quality and colour . 15mm nominal bore, 107mm long. Weighing not less than 110 gms.
25
-
182.44
... More
Making soak pit 2.5 m diameter 3.0metre deep with 45x45cm dry brick honey comb shaft with bricks and SW drain pipe 100mm dia meter, 1.8m long complete as per standard design. With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
2
-
23939.81
... More
Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal
dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:
-
-
-
... More
Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
-
-
-
... More
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
3
-
5740.87
... More
Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :
-
-
-
... More
With common burnt clay F.P.S. (non modular)
bricks of class designation 7.5
2
-
7651.36
... More
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.
3000
-
8.34
... More
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. internal work-exposed on wall, 40mm dia nominal bore.
600
-
605.72
... More
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 40mm nominal bore
5
-
642.47
... More
Providing and fixing gun metal non- return valve of approved quality (screwed end) : 40 mm nominal bore (vertical)
5
-
927.8
... More
Supplying and fixing C.I. cover without frame for manholes:500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg
5
-
3033.26
... More
Any other unforseen items
-
-
-
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