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Renovation Of Boundary Wall At Nh Side Maharani Laxmi Bai Medical College Jhansi Group B Ren , jhansi-Uttar Pradesh

Uttar Pradesh Housing And Development Board-UPAVP has published Renovation Of Boundary Wall At Nh Side Maharani Laxmi Bai Medical College Jhansi Group B Ren . Submission Date for this Tender is 26-08-2022. Wall construction Tenders in jhansi Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33422163
Renovation Of Boundary Wall At Nh Side Maharani Laxmi Bai Medical College Jhansi Group B Ren
Open Tender
Indian
Uttar Pradesh
jhansi
26-08-2022

Tender Details

Renovation Of Boundary Wall At Nh Side Maharani Laxmi Bai Medical College Jhansi Group B Ren

Key Value

Document Fees
INR 5310 /-
EMD
INR 202000.0 /-
Tender Value
INR 94.15 Lakhs /-

BOQ Items

Name of Work:RENOVATION OF BOUNADRY WALL AT GOVERNMENT MEDICAL COLLAGE JHANSI DISTRIC JHANSI
Sl. No. Item Description
1Dismantling brick work or stone in line or cement mortor. including stacking of dismantled materials as directed by the Engineer- in- charge within a distance of 60 metres( 200 ft) 692
2Dismantling concrete including beams & roof concrete & including stacking of dismantled materials as directed by the Engineer- in- charge within a distance of 60 metres( 200 ft) 694
3Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.PWD-251
4Providing & laying cement concrete in 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggreagate 40mm nominal size) including supply of all materials,labour and T & P etc. required for completion of work and curing complete including cost of form work in foundation and floorsPWD-281
5R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in beams excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item.PWD 285(I)
6Re-inforcement cement concrete workwith cement approved coarse sandand2cm. (3/4") guageapproved stoneballastin the proportion 1:1.5:3,(1cement :1.5corse sand 3 grit) in R.C.C.Raft foundation and footing excludingsupply of reinforcement and its fixing and bending but including its fixing and bindingthe same necessarywith 24 BWG bindingwireand including necessary centeringand shuttering etc.and also including supply of all materials,labour andtools and plants etc, required forproper completion of the worksAs in item PWD-283but inR.C.C.Raft foundation and footingwithapproved stone ballast.(Using1:1.5:3Mix concrete) PWD-287+289-288
7R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in Column excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. Binding wire cost being inluded in the item. but in R.C.C. columnsin1:1.5:3having strength not lessthan M-200(PWD- 289)
8Class 150 brick work in1:6cement and Coarsesandof2.8fineness modulus mortarbut 1:6 in super-structureaboveplinth levelup to floor two level ( up to two storeys ) including necessarycutting and mouldingofbrickworkas required andalsoincludinghoney combed brick work in thickness of wall more than 12cms. (PWD- 309 ) (PWD-307+309)
9Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shapeas necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level. (PWD- 504)
1012 mm cement plasterinsingle coat on rough sideofsingle orhalfbrickwall for interior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth.(1)1 cement:6fine sand (NBO-17.59)(PWD- 586)
11Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super Snowcem, durrocem,robiacem,guttucem supercem qualityandof required shadeon undecorated wall surfaces(two coat) overone andincludingonecoatwhite after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials.(PWD-660+661)
12Supply of M.S. Grill of a approved quality and dwaring made of flats iron not bigger then 20x4 mm or required size including sincluding supply of all materials, fabrication labour T & P and also one coat of red oxide paint complete in all respect as all respect as per direction of Engineer in charge for proper completion of the work. CH -10 NEW -3
13Providing RBT Barbed iron wire fencing including fixing to post after stretching it including labour and T&P etc. required for proper completion of the work on exisiting Y-shape angle . Welding by Gas plantincluding supply of all material , labour etc, complete.
14Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron "Y" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) DSR-16.53
15Class 150 brick work in1:6cement and Coarsesandof2.8fineness modulus mortar infoundation and plinthincluding supply ofall materials,labourand tools and plants etc. requiredforpropercompletion of the work. (Analysis) Brick work NGL to road lvl.
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