Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Jun 2024
Closing Date1 Jul 2024
Tender Amount₹ 3,78,52,000
Costs
EMD
₹ 7,57,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_UPPRC_930759_1Bid Award Id
ViewTender No
16/UPPCL/GM-7/E-TENDER/2024-25 Dated-15.06.2024Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
GEM & Bid Advisory Services
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BOQ Items
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 Rmts lead as per direction of Engineer - in - charge
292.82
534924
1826.8
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 lime mortar
61.05
39009
639.01
In cement mortar
168.17
260005
1546.09
Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 Rmts lead :
-
-
-
Of area 3 sq. mts and below
16
4409
275.57
Of area beyond 3 sq. metres
13
4904
377.29
Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 Rmts lead :
-
-
-
Of area 3 sq. mts and below
4
430
107.69
Of area beyond 3 sq. metres
51
7229
141.76
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats
1790.15
3089
1.73
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
233.74
12875
55.08
Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
96.61
19317
199.96
Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
16.55
3153
190.54
Dismantling wooden boardings in lining of walls and partitions, excluding supporting members but including stacking within 50 metres lead :Thickness above 10 mm up to 25 mm
391.25
22828
58.35
Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 Rmts lead Upto 150mm dia pipe
200
12044
60.22
Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 Rmts lead.
10
840
84.09
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 Rmts lead.
388.1
15916
41.01
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
5113.84
909342
177.82
Careful removal of existing lime plaster and raking out joints where the masonry is to be left exposed and plaster removal is to be done without damaging the surface below it. The left out plaster strongly bonded with the masony shall be left damp and to be carefully cleaned with the help of point chisel, hammer and wire brush including disposal of rubbish to the dumping ground within 50 metres lead. Note: No acid shall be used for cleaning the masonry in lime mortar.Cost of 1 Sqm (upto 20mm thk)
8523.06
499911
58.65
Dismantling of old wires and conduits including making good of all damage and disposal of unserviceable material within 50 Rmts lead as per direction of Engineer-in-charge.
1224
28006
22.88
Chiselling, cutting & scooping out the old decayed sandstone bit by bit working extra carefully without any damage to other parts of structure using light hammer & chisels etc with providing propping in the area where stone is to be removed.
4.8
26853
5594.57
For trees with girth between 150mm to 225 mm
2
1900
950
For trees with girth between 75 mm to 150 mm
2
1575
787.64
For trees with girth upto 75 mm
3
1861
620.66
De-vegetation of small plants, bushes and rank vegetation from masonry/structures including including suitable chemical treatment to roots to avoid further growth including disposal of rubbish to nearest Municipal dumping ground. Lead as per direction of Engineer incharge.
1521.5
198519
130.48
Manual removal of algae, lichen, mosses etc. with knife blades, spatula and stiff bristle or soft wire brushes without damaging the substrate under the supervision of Conservator.and disposal of waste to nearest municipal dumping ground.
1742.06
210773
120.99
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
16.78
316
18.87
Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping round, all complete as per direction of Engineer-in-Charge.
924.48
50264
54.37
Lime Mortar 1:1 (1 Slaked lime: 1 Fine sand)
92.89
785393
8455
Lime concrete terracing on roofs average thickness 10 cm laid with lime concrete comprising of 1 Slaked lime : 1sand :2 brick aggregate(25 mm nominal size) finished with 2% linseed oil by weight of lime mixed with 20 mm layer of lime mortar 1:2 ( 1 lime:2 fine sand)
3679.18
8738040
2375
Consolidation of brick masonry in lime mortar with new /reusable bricks in lime mortar 1:1:1 (1 lime: 1 surkhi: 1 sand) including dismantling of loose masonry, cleaning of reusable bricks, redoing the masonry work, all complete.Considering 50% reusaable bricks and 50% new bricks
54.3
773732
14250
Providing and fixing chicken wire mesh (6 mm x 6 mm) of 24 gauge 200 mm wide over the open joints of R.C.C. or brick work with hooks/ nails etc. complete so as to receiving the plastering work over chicken mesh as per the direction of Engineer-in-charge.
25
21375
855
Propping with steel to support the leaned structure (roof and wall) using pipes, channels, angles, girders, wooden wedges to prevent further leaning/ collapse
196
150094
765.79
Stitching the cracks in brick masonry by Stainless Steel bars of 12 mm Ø (304 grade) with length of 0.5 m on either sides after raking, cleaning and washing the cracks.
50
184885
3697.7
Structural consolidation repairing 0.5 mm to 5mm wide open joints on masonry by manual injections and / or by low pressure system of readymade injection mortar based on 100% hydraulic lime binder having low saline contents and suitably combined with selected inerts and aadditives , adding upto 70% demineralised water, mixed carefully at slow speed and filtered through sieve with a mesh of about 1 mm before injection . cost per running metersFor depth upto 300 mm to 500 mm
142.5
144102
1011.24
Construction of Jack arched roof using Rolled steel joists, fired clay bricks with composite lime mortar mix 1 cement: 3 Slaked lime: 4 Coarse sand: 8 Coarse aggregate (Kafgi Mix) Steel Sections shall conform to IS 808 (1989): Dimensions for Hot Rolled Steel Beam, Column, Channel and Angle Sections
49.68
664494
13375.5
Providing and Making Gola (batta)in lime concrete using 50% lime surkhi / sand mortar 1:2 with 12mm brick aggregate, along joints of wall and terrace finished with lime surkhi mortar 1:2 plaster with gur, gugal, methi etc as per traditional practice in concave /approved shape of (size 75mmx75mm
635
152685
240.45
Making khurras 45 x 45 cm with average minimum thickness of 10 cm lime concrete comprising of 1 Slaked lime: 1 sand: 2 brick aggregate (25mm nominal size) over PVC sheet 1 m x 1 m x 400 micron, finished with 12 mm lime plaster 1:2 (1 Slaked lime: 2 Coarse sand), rounding the edges and making and finishing the outlet complete.
100
58325
583.25
Providing and fixing 150 mm Cast Iron Pipes for drainage complete with fittings, bends, clamps, etc. including cutting and making good the walls, all complete.
100
153649
1536.49
40 mm thick rubbed stone flooring over 20 mm (average) thick base of lime mortar 1:2 (1 lime : 2 coarse sand) with joints 3 mm thick, side buttered with lime mortar 1:2 (1 lime : 2 coarse sand) admixed with pigment to match the shade of stone and pointing with same mortarRed Sand stone
181.44
293625
1618.27
Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramps 25x6 mm 30 cm long and dowel bars 7.5 cm long 6 mm dia as per design.
Note: In case of intricately carved stone bracket add extra referring item no 12.7. For working with hard stone like granite, 50% to be increased in labour and material cost to be updated with actual rate.
35.2
251656
7149.33
Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as measured along the slope in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each stone and supported on and including with bricks cove in lime mortar 1:1:1 (1 lime : 1 surkhi: 1 fine sand), including pointing in lime mortar 1:2 (1 lime: 2 stone dust) with an admixture of pigment matching the stone shade. Note: For working with hard stone like granite, 50% to be increased in labour and material cost to be updated with actual rate.Red sand stone
382.16
1235284
3232.39
Lime plaster 1:1:1 (1 slaked lime: 1 surkhi: 1 fine sand) 20mm thick in two coarses. First coat will be in 12 mm and second coat will be in 8 mm.
6337.11
4207667
663.97
Making cornice band with ornamental design as per the conservation Architect's design with lime plaster (1lime:2 finesand)Size 150 mm wide and 50 mm average thick
456
340311
746.3
Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 100mm as per design.
1131.63
7244332
6401.7
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
6337.11
1249328
197.15
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
6337.11
351684
55.5
Providing and applying of Verona Vapour Permeable, water based Mature Lime wash finish of interior and exterior grade used for conservation and restoration of historical building, formulated by Mature Lime Putty with fillers by OIKOS India, After the cleaning of surface and removing any loose or flaking material, applied two coat of Verona Mature Lime wash finish by OIKOS India on one coat of Lime Based primer by OIKOS India of approved color and shade to achieve desired finish excluding the cost of surface preparation and scaffolding, apply by brush, roller and appropriate tools, as per manufacturer’s specification, all completes with the direction of Engineer-in-Charge.Two or more coats on new work
6337.11
2049293
323.38
Removing existing water proofing treatment followed by crack repairs and surface cleaning and laying APP (Atactic Polypropylene Polymer) water proofing treatment with bituminous primer over existing terracing with following specifications:Removing the present treatment of waterproofing System (if any) given on the terraces and reach the sound surface below the present waterproofing system upto 200 mm depth and cleaning the surface to reach the sound surface, remove all loose material with the help of tools and tackles from the surface and as well as from the hair line cracks & wide cracks if any.
3415.79
874864
256.12
Providing & applying a coat of organosilane water proofing treatment over lime concrete layer. The chemical must be diluted with potable water in ration of 1:45 to obtain a clear transparent solution. The coating is to be applied by saturating the lime concrete surface by flooding method and leaving it for 48 hr to be executed under the Engineer-In-Charge.
3415.79
3097045
906.69
GST Extra as applicable
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