Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Excavation
Eprocure
Opening Date1 Jan 2025
Closing Date15 Jan 2025
Tender Amount₹ 12,00,513
Costs
EMD
₹ 28,334Document Cost
₹ 1,475Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_988210_1Tender No
CD_8_173_28102024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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Supply of following materials required for construction and installation of Submersible Pumping Plant,of approved quality and ISI marked complete as per direction of the Engineer In Charge, including supply of all material, labour, T & P etc. as required for proper completion of the work but excluding their cartage from store to the site of work. Supply and fixing of Pumping Plant including starter control pannel, cable complete in all respect with complete required material , labour T & P etc. (UP Jal Nigam : 8.1 )
1
15300
-
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Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & sizes as per actural requirement, all complete as per direction of Engineer-in-charge. (PWD SI NO : 23.8 )
3.17
1241
-
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Development of tube well in accordance with IS : 2800 (Part I) and Is : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method of any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc, all as per requirement and direction of Engineer-in-charge (PWD SI : 23.12)
5
900
-
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P/F 100 mm size MS Clamp of required Dia to the top of casing of Submersible Pump as per IS 2800 (Part -1) Including necessary Bolts & Nuts of required size Compelete (PWD SI NO : 23.14.1)
1
1460
-
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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
719.48
7
-
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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m
719.48
14
-
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
93.68
170
-
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Providing and laying in position cement concrete of specified grade excuding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand (zone-III) derived from Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 40 mm nominal size
46.84
5740
-
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Providing and laying in position cement concrete of specified grade excuding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from Recycled Concrete Aggregate : 4 graded stone aggregate 20 mm nominal size
2.87
6750
-
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Providing and Laying of Interlocking concrete block pavement having thickness 80 mm thick as per drawing and Technical Specification Clause 504, Exclusive GSB
468.38
925
-
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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-Charge : 2.1.1 All kinds of soil. As per SOR Ch 4 SI No. 2.6(2.6.1)
16.74
170
-
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Earth work in excavation by mechenical means (Hydraulic excavator)/ manual mean in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the
22.5
215
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - 1:4:8(1 cement :4 coarse sand (zone -III) :8 graded stone aggregate 40 mm (nominal size)As per SOR Ch 5 SI No. 4.1.8
13.14
5740
-
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Centering and shuttering including strutting, propping etc. and removal of form work forFlundation, Footing , bases for colums (Up to 5th Floor): as per sor 4.3.1
3.4
212
-
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Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) as per sor 6.1.2
20.78
6400
-
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Filling available excavated earth (excluding rock)in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer not exceelding 20cm in depth consolidating each deposited layer by ramming and watering , lead up to 50 m and lift upto 1.5 m. as per sor 2.25
41.94
130
-
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. As per sor 2.27
9.45
900
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:2:4(1 cement :2 coarse sand (zone -III) :4 graded stone aggregate 20 mm nominal size)s per Sor Sr. No.3, Ref No. 4.1.3 ,
7.72
6750
-
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12 mm cement plaster finished with floating coat of neat cement of mix 1 : 4 (1 cement : 4 coarse sand)As per Sor Sr. No. 1 ,13.7.2 , Chapter No. 13
105.58
227
-
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Finishing walls with putty approved brand and manufacture and of required shade on undacorated wall surface to give even shade over including curing and cost of all material, labour T & P etc. required for proper completion of work. As Per SOR- 31 New
34.06
135
-
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Finshing walls with exterior emulsion paint(Apex) of approved brand and manufacture and of required shade on undercorated wall surface to give even shade over @1.25 Ltr/10 Sqm including one coat of primer applid @ 0.75 Ltr/10sqm Coat curing and cost of all material, labour, T&P etc. required for proper completion of work for two coat..As per Sor Kanpur Item No. 35 New Chapter 15
34.06
132
-
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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2400
3
-
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Surface dressing of the ground including removing vegetion and in equalities not exceeding 15 cm deep and dispossal of rubbish, lead up to 50 m and lift up to 1.5 m All kinds of soil. AS PER SOR (2.28.1)
2400
14
-
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Providing and fixing made precast RCC perforeted drain covers, having concrete of strength not less than M-25 of size 1000x450x50 mm , reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. as per sor 23.9
6
1051
-
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