Power Transmission Corporation Of Uttarakhand Limited Tender
View complete overview of Uttarakhand PTCUL Tender
Power Transmission Corporation Of Uttarakhand Limited - PTCUL Tender
Civil And Construction
Excavation
Drainage Work
Eprocure
Opening Date13 Mar 2024
Closing Date9 May 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,60,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PTCU8_71205_1Bid Award Id
ViewTender No
01/SE(C)P/PTCUL/E-Tender/D.DunTender Authority
Power Transmission Corporation Of Uttarakhand Limited ViewPurchaser Address
-Website
http://https://www.ptcul.org
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Documents
BOQ Items
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Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto 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.
965.55
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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.
1500
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Providing and spraying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
20
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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 : 4 graded stone aggregate 20 mm nominal size)
23.06
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size
110.22
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
199.23
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Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
2622.62
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more
10469.92
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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 1:6 (1 cement : 6 coarse sand)
1.66
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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) upto plinth level with : Cement mortar 1:6 (1 Cement : 6 coarse sand )
39.12
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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.
10
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
4209.13
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Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm
12
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12 mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand)
16.88
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Finishing walls with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 Kg/ 10 sqm)
200
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
50
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
33.38
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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)
242.7
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Demolishing stone rubble masonry 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
10.8
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Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
1063.25
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Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof.
177
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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe 300 mm dia. R.C.C. pipes.
10
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Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) includingtesting of joints etc. complete 600 mm dia RCC pipes.
106
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level .All types of soil for 300 mm dia
10
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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
7.85
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
8.83
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -in charge
7.85
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Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/ masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) Epoxy injection grout in concrete/RCC work of approved make
120
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Supplying and filling Pea Gravel in bore hole.
0.71
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Providing Beldar Service for 8 hours
20
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Providing and Fixing PVC 100 mm dia with minimum strength of 6kg/cm sq pipe including jointing of Pipes , fittings ,testing of joints and all T&P ,material labour required for proper completion of work as per direction of Engineer in charge.(Based on DAR 18.9.9) Brand Astral/ Finolex /Supreme /Plasto / Surya/ Vectus as per IS : 12818
2655
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Providing and Fixing PVC 150 mm dia with minimum strength of 6kg/cm sq pipe including jointing of Pipes , fittings ,testing of joints and all T&P ,material labour required for proper completion of work as per direction of Engineer in charge. (Based on DAR 18.9.10) Brand- Astral/ Finolex /Supreme /Plasto / Surya/ Vectus as per IS : 12818
176
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Providing and Fixing half slotted PVC 150 mm dia with minimum strength of 6kg/cm sq pipe including jointing of Pipes , fittings ,testing of joints and all T&P ,material labour required for proper completion of work as per direction of Engineer in charge.(Based on DAR 18.9.10) Brand Astral/ Finolex /Supreme /Plasto / Surya/ Vectus as per IS : 12818
3253
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Providing and Fixing PVC 200 mm dia with minimum strength of 6kg/cm sq pipe including jointing of Pipes , fittings ,testing of joints and all T&P , material, labour required for proper completion of work as per direction of Engineer in charge.(Based on DAR 18.9.10) Brand Astral/ Finolex /Supreme /Plasto / Surya/ Vectus as per IS : 12818
69
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Providing and Fixing PVC 250 mm dia with minimum strength of 6kg/cm sq pipe including jointing of Pipes , fittings ,testing of joints and all T&P ,material,labour required for proper completion of work as per direction of Engineer in charge.(Based on DAR 18.9.10) Brand Astral/ Finolex /Supreme /Plasto / Surya/ Vectus as per IS : 12818
32
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Supplying and filling of local earth by manual/mechnical transport and mixing with Cement in 1:15 (1 cement : 15 soil ) ratio including ramming and watering of the earth in layers not exceeding 20 cm in depth for proper compaction including all T&P , material ,labour required for proper completion of work as per direction of Engineer in charge (For 1 Cum earth) based on DSR
350.88
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Providing/ Laying and fixing of Geo Febric filter in weep holes including all T&P, material ,labour required for proper completion of work as per direction of Engineer in charge.
5476.11
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Provinding /Laying Geo synthetic clay liner in the areaa as directed of Engineer in Charge including all T&P, material ,labour required for proper completion of work as per direction of Engineer in charge
6145
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Supply/ filling and spreading of 40 mm single size Gravals in French drain and other areas as directed by Engineer In charge including all T&P, material ,labour required for proper completion of work as per direction of Engineer in charge . (Based on DSR )
822.96
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Providing/ Laying and fixing of Stainless Steel Sheets of required thickness, frame for Non-woven Geo Fabric perforated filter in weep holes including all T&P, material ,labour required for proper completion of work as per direction of Engineer in charge.
550
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