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Tender For Construction Of Boundary Wall With Gate Of Colony Premises At 2X660mw Jawaharpur Thermal Power Project, Malawan Distt- Etah, etah-Uttar Pradesh

Uttar Pradesh Rajya Vidyut Utpadan Nigam Limited-UPRVUNL has published Tender For Construction Of Boundary Wall With Gate Of Colony Premises At 2X660mw Jawaharpur Thermal Power Project, Malawan Distt- Etah. Submission Date for this Tender is 08-08-2023. Wall Construction Tenders in etah Uttar Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

36970457
Corrigendum : Tender For Construction Of Boundary Wall With Gate Of Colony Premises At 2X660mw Jawaharpur Thermal Power Project, Malawan Distt- Etah
Open Tender
Indian
Uttar Pradesh
etah
08-08-2023

Tender Details

Construction Of Boundary Wall With Gate Of Colony Premises At 2X660mw Jawaharpur Thermal Power Project, Malawan Distt- Etah

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Apr-2023 Validity of Tender Attachment-4 Technical Bid 25-04-2023
2 25-Apr-2023 Extension of Date Date 01-05-2023
3 02-May-2023 2nd Extension of date Date 09-05-2023
4 10-May-2023 Date Extn 3 Date 18-05-2023
5 19-May-2023 Date Extn 4 Date 29-05-2023
6 30-May-2023 Date Extn 5 Date 13-06-2023
7 14-Jun-2023 Date Extn 6 Date 26-06-2023
8 27-Jun-2023 Date Extn 7 Date 12-07-2023
9 13-Jul-2023 Date Extn 8 Date 26-07-2023
10 27-Jul-2023 Date Extn 9 Date 08-08-2023

Key Value

Document Fees
INR 11800 /-
EMD
INR 470000.0 /-
Tender Value
INR 2.33 Crore /-

BOQ Items

Name of Work: CONSTRUCTION OF BOUNDARY WALL WITH GATE OF COLONY PREMISES AT 2X660MW JAWAHARPUR THERMAL POWER PROJECT, MALAWAN DISTT- ETAH.
Sl. No. Item Description
1Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and including filling watering and raming of excavated earth in to the trenches or in to the space between the building and the sides of foundation trenches or in the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30m from the foundation trenches by Hydraulic excavator/nanual means. For Building/Drain work Only
2Providing and layingin cement concrete 1:4:8 (1 cement :4 fine sand :8 graded stone ballast 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors.
3Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. R.C.C. WORK UP TO PLINTH LVL.
4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.R.C.C. WORK ABOVE PLINTH LVL.
5Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete
6Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts
7Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers
8Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work(whennot includedin anover all rates )wroughttorequired shape as necessary including bending for proper completion of thework andincluding supply of steel itswastage bendhooks andauthorisedover lappingshallbe measured upto floor two level.
9Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/230mm/300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
1012 mm cement plasterinsingle coat on rough sideofsingle orhalfbrick wall for exterior plastering up to floor twolevelincludinginternalrounded angles not exceeding80mm ingirth and finshed even and smooth. With water proofing material.(1)1 cement :6 Coarse sand
11Making grooves 10 to 12mm wide x 8mm deep in plaster of all or in ceiling vertically of horizontally as required.
12Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem,durrocem,robiacem,guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) overone andincludingonecoatwhite cementprimertogiveaneven shade after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials
13Mild steel or iron workofsmall sizes and sections suchas holding down bolts, holdfasttierods,gratings etc. ( when notincludedinan overall rates) wroughttorequiredfromincluding supply ofsteel anditswastage includingcostof bolts, nuts if required forandwelding, grinding and making holes as required completion of workfabricationofholesdoors, chaukhats nosing.
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)
15Painting Ist coat over priming coat (but excluding cost of priming coat) on steel andothermetalsurfacesup to 10 cm. widthorgirthorsmall articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolitesuperlac,DULUX specified brushingtogiveanevenshadeand including cleaningthe surfaceofall dirt,dust and other foreignmatter sand paperingand stopingincluding cost of all materials, labour toolsandplants etc. required forpropercompletion of the work.
16Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
17Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.
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