Bhagat Phool Singh Mahila Vishwavidyalaya Tender
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Costs
EMD
₹ 2,35,000Document Cost
₹ 15,000Tender Fee
₹ 1,180
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HRY_203117_1Bid Award Id
ViewTender No
44Tender Authority
Bhagat Phool Singh Mahila Vishwavidyalaya ViewPurchaser Address
-Website
http://etenders.hry.nic.in
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Documents
BOQ Items
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12 mm thick cement plaster 1:2 HSR-15.3
1534
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Cement rendering on plaster 1 mm thick.HSR-15.75
992
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Cement pointing 1:2 on the lining- in side slopesHSR-19.22 B
5730
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Double layer brick lining for water storage tanks consisitng of:-First layer 6.83 cm thick brick of 22.86cmX11.11cm size laid in 1:5 cement mortar, as mentioned aboveSecond layer of brick laid in 1:3 ce,emt moratr with 6mm thick layer of 1:3 cement mortar over sand wiehed plaster, i/c cost of dressing sub-grade, scaffolding and curing etc. complete in all respects.HSR-19.29
580
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cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth HSR-10.41
1607
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-
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Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. HSR-10.39
6.75
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-
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Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling.HSR-14.1
735
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40 mm thick grey polished flooring cement concrete 1:2;4 topping finished with 3 mm thick neat coat of cement rubbed and polished HSR-14.17
735
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providing and aplying two coats of exterior acrylic emulsion paint of ist quality HSR-16.79
1301.75
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Dismantling Concrete (d)cement concrete plain 1:2:4 mi HSR-8.6 D
20
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Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects.HSR-10.82+10.95 A
0.75
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Cold twisted deformed (:ribbed/tor steel) bars for R.C.C. works, where not included in the complete rate of R.C.C including bending, binding and placing in positon complete.HSR-18.22
2.85
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-
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Cement concrete 1:1.5:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls (10 cm to 20 cm thickness) straight and curved excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects.HSR-10.87+10.95 A
3
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Preparation of sub grade, including trenching, rough dressing of spoil final dressing of earth,to given levels and camber, watering, rolling with road roller, and compacting the bed HSR-24.1
37
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p&l 80mm thick interlocking paver block of all shapes and colour complete in all respects.HSR-10.159
37
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First class brick work laid in cement, stone dust (from crusher) mortar 1:4 in foundation and plinth. HSR-11.23
3
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Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing in cement HSR-8.5 B
21
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Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded.HSR-10.115
7
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First class brick work laid in cement sand mortar 1:6 in foundation and plinth.HSR-11.2
7
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First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.HSR-11.8
14
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12 mm thick cement plaster 1:5 HSR-15.6
60
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Cement pointing 1:2 deep variety on brick and Tile work HSR-15.60
60
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Earth work in excavation in foundations, trenches Of under ground structures sullage drains, etc., and Other similar works in ordinary soild including Dressing of bottom and sides, to correct levels and templates, cutting Of trees and bushes, dewatering of rain water, diversion of traffic, fixing And maintenance of caution boards, and night singnals, crossing over Trenches for access to houses, watching stacking of excavated soil, clear From the edge of excavation, and subsequent filling, where required around Masonry, in 15 cm layers, with compaction and disposal of surplus Soil as directed within a lead of 30 metres for depth upto 2 METRES BELOW NATURAL GROUND LEVEL (For Public Health works only) HSR-6.7
6
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Pressed steel sheet frames (chowkats) consisting of 2 mm thick steel sheet of the specified section including iron lugs (hold fasts) iron hinges, conforming to P.W.D specifications, including bolts for fixing stops, lock notch, provision for receiving tower bolts, and finished, with one coat of ready mixed paint red lead non-setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for filling in the frames and cement concrete 1:3:6 for lungs complete. (HSR 18.34) d) Door and window frame of size 127 mm x 50 mm with 40 mm wide double rebate. (HSR18.34 c)
23.5
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First class brick work laid in cement sand mortar1:5 in foundation and plinth.HSR-11.3
3
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Wrought iron or mild steel using angles flats square bars tee and channels ladders grill etc as per HSR-18.12
1.25
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Scraping of White wash HSR-8.32 A
2275
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p&applying two coats of cement based jk/birla wall puty (HSR-16.81)
1240.8
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painting two coats with sythnetic enamel paint in all shaded on old wood work HSR-16.5
247.5
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Distempering with washable oil bound distempher twocoats on old work.HSR-16.60
1240.8
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P&applying priming coat with cement primer in all shades on plastered surface HSR-16.25
2275
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Wire gauze fixed on chowkats with 25 mm thick cover moulding of full width of commercial hard wood such as hollock, champ chikrassy and chaplash, etc., (non-coniferous timber, other than team, conforming to I.S specification No. 1003, kiln seasoned) HSR. 17.33
30.25
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p&f suitable floating arm 350 mm size ss make along with swivel bend and all other materials complete in all required specifications approved by Engg in charge.N.S Item
2
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Supplying fixing jointing testing & commisining of sluice valves resilient sheet P.N.1.6 as per DNIT specifications inclidung cost of joining material (IVC/VAG make) 200 mm .as per schedule-iii N.S Item
4
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P&L 50 mm thick guiniting work with 100x100x10 gauge wire mesh jali 1:3 cement coarse sand mortar including water proofing compound cico no 1 .N.S Item
653
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Supplying fixing jointing testing & commisining of sluice valves resilient sheet P.N.1.6 as per DNIT specifications inclidung cost of joining material (IVC/VAG make) 150 mm .as per schedule-iii N.S Item
2
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Supply & errection of Horizontel spidle casing type clear water pumping sets of following duties directly coupled to AC squirrel cage induction type motor minimum 4 star rating with all accessories with priming arrangement base frame complete in all respect 50 BHP Capacity ,40 mtr head. ( Complete set)
Pump make-Kirloskar/Mather &platt/Jyoti/Worthington.
Motors make-Kirloskar/Crompton/Jyoti/ABB Siemens/NGLF .N.S Item
2
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Supply & errection of Horizontel spidle casing type craw water pumping sets of following duties directly coupled to AC squirrel cage induction type motor minimum 4 star rating with all accessories with priming arrangement base frame complete in all respect 20 BHP Capacity ,12 mtr head. ( Complete set)
Pump make-Kirloskar/Mather &platt/Jyoti/Worthington Motors make-Kirloskar/Crompton/Jyoti/ABB Siemens/NGLF .N.S Item
2
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providing and fixing of electric LT panel board suitable for 03 phase 04 wire AC supply with bus bar for runing of 02 electric motor of 50 BHP .as per schedule-iii N.S Item
1
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providing and fixing of electric LT panel board suitable for 03 phase 04 wire AC supply with bus bar for runing of 02 electric motor of 20 BHP .as per schedule-iii N.S Item
1
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p& F CI specials &DI sluice valves, NRV of reputed make to be installed inside pump chamber for making connection with pumping machinery complete in all respect. (02 nos for 50 BHP Pumping machinery & 02 nos for 20 BHP pumping machinery.)Details of required materials for per pump-
D.I Sluice valves 200 mm-300 mm=02 nos per pumping machinery set
C.Ispecials,NRV,Pipes,Cables,Fitting materials =As per Requirment for making connection of above new Pumping machineryas per schedule-iii
.N.S Item
4
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Supply &errection of Wall Mounting type solenoid driven,motorized,electromagnetic diaphram dozing metering pump workinh on three phase 220/240v 50Hz electric supply with standard electronic controls suitable for dozing capacity 0-27 LPH at 10 bar back pressure complete along with all accesories complete in all repects alonw with 01 no voltage sablizer with dozing pump,300 ltr HDPE water tank of approved make as per directions of Engg in charge.N.S Item
1
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