Panjab University Tender
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Panjab University - PU Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date15 Dec 2023
Closing Date16 Jan 2024
Tender Amount₹ 22,76,432
Costs
EMD
₹ 46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PU_78310_1Tender No
292/STTender Authority
Panjab University ViewPurchaser Address
-Website
http://http://puchd.ac.in/
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Documents
BOQ Items
a) Panal Size { L = ( 0.300 + 0.325 ) / 2 = 0.3125.} x { B = ( 0.340 + 0.2436 ) / 2 = 0.2918} = L x B ( 0.3125 x 0.2918 ) Area 0.9118 sqm
0.09
1397
15332
b) Panal Size { L = ( 0.300 + 0.325 ) / 2 = 0.3125.} x { B = ( 0.525 + 0.640 ) / 2 = 0.5825} = L x B ( 0.3125 x 0.5825 ) Area 0.1820 sqm
0.18
2790
15332
c) Panal Size { L = ( 0.300 + 0.330 ) / 2 = 0.315} x { B = ( 1.505 + 1.365 ) / 2 = 1.435} = L x B ( 0.315 x 1.435 ) Area 0.4520 sqm(Ref:-N.S.)
0.45
6930
15332
Refixing of already Removed Panels
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Installation of already removed panel by cleaning the residual material / mortar from the base wall and adjacent panel edges with hand tools and fixing 40 mm panels back with mouldings etc, including setting in cement mortar 1:3 (1 cement : 3 coarse sand) below. Cost of required centering, shuttering, clamping etc, complete.
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-
-
3 x 1.2 x 0.300 = 1.08 sqm (Ref:-N.S.)
1.08
9645
8931
Removal and Refixing of Dislodged Panels
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Reinstallation of dislodged panels of TYPE A 300cm X 900cmx 40mm from its current location by cleaning the mortar from surfaces all around the panel and the base wall with hand tools and fixing panels back with mortar 1:3 (1 cement : 3 coarse sand) on wall below. Cost of required centering, shuttering, clamping etc, complete.(Ref:-N.S.)
23
190095
8265
Securing in place displacement Panel (out of plane by less than ¾”)
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-
Fixing in place of loose panel, less than ¾” out of its plane into its original position after removing the loose mortar from the joints on the sides and back where possible and filling joints with with mortar 1:3 (1 cement : 3 coarse sand) below. Cost of required centering, shuttering, clamping etc, complete.
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OPTIONAL: Pinning/anchoring with anchoring system as specified if needed in any particular case(Ref:-N.S.)
64
538304
8411
Filling of Cracks
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Cracks treatment: Small fractures should be cut along the line of feature and clean with water jet and plugged with Cement mortar with Crack -X powder or Paste placed by hand. When the mortar has cued the fracture should be grouted with liquid mortar { The quantity of water should be enough to create a very mobile grout with 10% Dr fix Pagel ZS 10 with 1:1 cement mortar ( 1 Cement : 1 fine sand)}(Ref:-N.S.)
51
100878
1978
Treatment of Exposed rebar (25 %) with corrosion only till the surface
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Providing corrosion inhibitor or primer after scraping the reinforcement for any damage to its outer layer with sandpaper and rust remover and installing a new patch over it to match the existing panel as specified in 6mm dia rod as required
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16 no x 0.20 sqm = 3.2 sqm(Ref:-N.S.)
3.2
2582
807
Treatment Exposed rebar - Corroded and unwinded
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Replacement of the corroded portion of the reinforcement, by welding with a new reinforcement of the same diameter and strength and coating with corrosion inhibitor and finishing by providing a patch to match the existing panel as specified in as specified in 6mm dia rod as required
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10 no x 0.40 sqm = 4.0 sqm(Ref:-N.S.)
4
149648
37412
Patch repair for loss of material
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Providing cementitious patch repair above plinth level up to floor five level cast in citu reinforced cement concrete ( RCC slab 35 mm thick + Pebble dash Top layer plaster with a mixture of washed pebble or crushed stone 6 mm to 12.5 mm nominal size, with ( White Cement 3:1 marble powder by weight) in proportion of 4 : 7 ( 4 white cement powder mix : 7 marble chips ) by volumn, including White cement & pigment slurry etc as per MOCK-UP schudile over under layer of 35mm thick Reinforced cement concrete panal, furrowing the under layer with scratching tool before laying Top layer of 5mm thick toplayer with white cement Stone as existing panal (Ref:-N.S.)
66
54252
822
Repointing for Open joints
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Providing recessed pointing around the panels to finally secure them in place. Pointing of cement sand mortar 1:2: (1 cement : 2 clean washed coarse river sand) with admixture of marble dust matching the panel shade.
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Flush pointing around panels with cement and coarse sand in the ratio 1:3 (1 cement : 3 washed clean river coarse sand).
999.74
468878
469
3 side x 40.15 =120.45 m x 8.3 ={ 999.735sqm )
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-
Replacing previous repair with a new patch
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Providing a new patch repair as per no 8 or no 9, after removal of previously applied cement over the panels or for failed patches, specially along the top and bottom.
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Providing treatment to reinforcement and/or providing aggregate on the surface of the panels as specified above, as per the condition of the panel after removal of previously applied cement.(Ref:-N.S.)
183
197823
1081
Vegetation Removal
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Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.(Ref:-N.S.)
173.6
6249
36
B- Site Specifications
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Protection
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Providing protection to the work, adjacent surfaces, and the area below the work at all levels.
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Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
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25 mm average thickness(Ref:-N.S.)
28.32
2208
78
Scaffolding
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Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and/ or applying chemical and removing it thereafter. Thescaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.
Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.
(2) The payment will be made once only for execution of all items for such works.
1020.74
244977
240
3 side x 40.15 =120.45 m x 8.3 ={ 999.735sqm + ( 35m x 0.600m = 21.00sqm) } = 1020.74 sqm
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C- New work Specifications (Terrace and base)
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Protection for the top edge
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Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.
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White sand stone(Ref:-N.S.)
2.16
191910
89002
Protection of the bottom edge profile
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Removal of previously applied cement at the bottom of the building profile (Where the panels end).(Ref:-N.S.)
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Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge.
Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
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25 mm average thickness in 2 layers.(Ref:-N.S.)
21.25
9796
461
Cleaning the surface of Building
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Cleaning the stone surface and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). (Ref:-N.S.)
705.5
98064
139
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