Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 0 days TDR #30566033

Construction Of Oht At Iti Milkipur Distt Ayodhya

Issued by Boards / Undertakings / PSU · milkipur, Uttar Pradesh
Tender Value
9.90 Lakhs
Estimated cost
Bid Submission
10 Jan 2022
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
590
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
milkipur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Oht At Iti Milkipur Distt Ayodhya

BOQ

Name of Work: CONSTRUCTION OF 20 K.L. 15 MTR. STAGING O.H.T. AT I.T.I. MilkipurDISTRICT-Ayodhya
Sl. No. Item Description
1OHT WORK
2Providing all Materials, T&P and construct R.C.C. overhead tank 20K.L. Capacity & 15 M staging with R.C.C. stairs case and 1 m. Wide balcony G.I. pipe railing containing three rows of 15mm G.I. pipe and angle iron posts around balcony and at the dome periphery level M.S. ladder from balcony to top of the tank and inside the tank. Supplying and fixing water tight manhole cover with locking device, lightening conductor, water level indicator, fixing of the puddle collars, bell mouth and shot pipe or required size for inlet, outlet, overflow and washout to be away from the apron of floor at the tank including supply of all jointing materials, supply and fixing of M.S. clamps with R.C.C. column construct 1 m. wide around the tank from the outer face of the columns with 150 mm semi-circular drain around the tank including escape channel of 9 m length, box type enclosure at the arrangement painting of exposed surface of tank with three coats with water proofing cement paint also including supply & fixing of Vertical G.I. Pipe B-Class 1. Inlet-40mm G.I. Pipe ISI Class-B. 2. Outlet-65mm G.I. Pipe Class-B ISI Mark 3. Wash out- 40 mm G.I. Pipe Class-B ISI mark 4. Over Flow 65mm G.I. Pipe Class-B ISI Mark.5. C.I. Sluice valve in each pipes also including valves, specials fittings all materials and labour etc. complete for proper completion of work as per direction of E/I.
3PUMP ROOM-CIVIL WORK
4Earth work in excavation in trenches for foundationin ordinary soil (Loam clay or sand) including lift upto 1.5 m. lead upto 50m and dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within a lead of 50m. includingroyality.
5Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 km from the site of work and including watering dressing etc .Rate to include cost of work and including watering dressing etc . Requried for proper compition of the work
6Providing and laying in cement concrete 1:4:8 (1 cement: 4 c.sand ( FM 2.2 to 3.6) :8 gradedstone ballast 40mm. nominal size) and curing complete, including cost of formwork in foundation and floors.
7R.C.C. work with cement approved coarse sand and 2cm (3/4\") gauge approved stone ballast in the proportion 1:1½:3 (1 cement: 4.5 mixed aggregate) inbands andlintels of door and windowsexcluding supply of reinforcementbinding the same with 24BWG binding wire and including necessary centering and shuttering etc, and also including supply of all material labour and tools and plants etc required for proper completion of the work. Strength of the concrete shall not be less than M-20 ( S.I.No. 283 AR)
8R.C.C. work with cement,approved coarse sand and 20mm gauge approved stone grit in proportion of 1:1.5:3 in slab, loft, sunshade excluding suuply of reinforcement and its bending but including it\"s fixing and binding with 24B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials ,labour t&prequired for proper completion of the work. Strength of the concrete shall not be less than M-20 as directed by E/I.
9R.C.C. work with cement,approved coarse sand and 20mm gauge approved stone grit in proportion of 1:1.5:3 in Lighter Beam excluding suuply of reinforcement and its bending but including it\"s fixing and binding with 24B.W.G.G.I binding wire and including necessary centring and shuttering etc. and also including supply of all materials ,labour t&prequired for proper completion of the work. Strength of the concrete shall not be less than M-20 as directed by E/I.
10Class 150 brick work in 1:6 cement andcoarse sand ( FM 1.5 to 2.0) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc, required for proper completion of the work.
11Class 150 brick work (230mm thick) in 1:6 cement and coarse sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work. (S.I.No. 310)
12Class 150 brick work (115mm thick) in 1:4 cement and coarse sand ( FM 1.5 to 2.0) mortar in super structure above plinth level upto floor two level (upto two storey) including necessary cutting and moulding of brickwork as required and also including supply of all materials, labour and tools and plants etc, required for proper completion of the work.
13Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineerin- Charge With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
14Supply and fixing of flush doors commercial quality conforming to IS 2202 Part 1(1983) including fixing of wooden cleats & stoppers and including fixing and adjustment of hinges , bolts locks, handels ,springs and other fittings but excluding painting with two coats ofblack paint on all iron fitting if necessary .Fitting with necessary screw to be supplied departementally (35 mm thick).
15Mild steel or iron work in small size and section such as holding down botls , hold fast, tie rods , grating , grill /Staircase railing etc. ( when not included in an overall rates ) wrought to required shape as necessary for bending etc including supply of steel and its wastage i/c cost of bolts, nuts if required for and welding , grinding and making holes as required for proper completion of work.
16Same above item but for hold fast of door and windows .
17Same above item but for grill , stair case and railing
18Same above Z sectionitem but door windows chaukhats
19Fixing of steel or wooden chaukhats in position
20Door/windows chaukhats above 1.5 sqmtr
21windows chaukhat up to 1.5 sqmtr
22Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage, bend ,hooks and authorized overlapping shall be measured upto floor two level.
2312 mm thick bearing plaster with cement mortar 1:3 consisting of 1 part cement and 3 part of approved coarse sand of FM 1.25 with one coat of white lime .Minimum thickness not to be less than 10 mm .Including supply of all materials , labour and T&P etc requried for proper complition of the work
2412 mm thick plaster with cement mortar 1:6 consisting of 1 part cement and 6 part of approved coarse sand of FM 1.25.Minimum thickness not to be less than 10 mm .Including supply of all materials , labour and T&P etc requried for proper complition of the work
25Same as above item but for raugh side of wall surface
26Making grooves 10 to 12mmwidex 8mm deep in plaster of the wallor in ceiling vertically or horizontally as required.
2740 mm thick 1:2:4 plain cement conc. Floor with cement,approved coarse sand and 2 cm gauge approved stone grit laid in panels finished with 3 mm floating coat of neat cement or cement and marble dust in ration 5:1 as specified over and 8cm (3\") thick base concrete consisting of the proportion of 1:4:8 and removing any overlapping mortar at the joints of the panels if any and giving them an uniform finish including supply of all materials, labour t&p etc. required for proper completion of work.
2820 mmthickcementplasterindado/ skirting in 1:2 consisting of one part of cement and 2 parts of aprovedcoarsesand laid inpanels,finished with 3mm floating coat of neat cement or cement and marble dust in ratio of 5:1 including supply of all materials labour T & P etc. required forpropercompletionofthe work.
29Painting two coat synthetic enamel paint over and including priming coat on new steel or other metal surface upto 10cm width or girth in small articles not exceeding 0.10 sqm area after and including preparationof surface by thoroughly cleaning oil,grease, dirt and other foreign matters and scored by wire brushes,fine steel woool rappers and preparing and knotting including cost of all materials,labours,T&P etc.required for proper completion of the work.
30Same as above item for new wooden surface.
31Finishingwallswith water-proofing on cementpaint of approvedmakesuch as super snowcem, durrocem, robiacem, guttucem supercem qualityandof required shade on undecorated wall surfaces(two coat) over andincludingonecoatwhite cementprimertogiveaneven shade after thoroughly brushing the surface to powdered materialsincluding curing and cost of all materials.
32One Priming coat & two coat dry distemper on new work of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.including supply of all materials, labour and T&P etc required for proper completion
33Providing & fixing with 4.0 mm thick glass panes with putty and glazing clips in steel doors, windows , clerestory windows, all complete for proper complition of the work as per direction of E/I
34Providing & fixing glass strips of 35x4 mm thickness in joints of floor and skirting at the time of laying floor flush with floor level including labour, tool plants etc complete.
35Providing and fixing ISI marked oxidised M.S. sliding door bolts of size 250x16 mm with nuts and screws etc. complete
36Providing and fixing ISI marked oxidised M.S. tower bolt of size 250x10mm of black finish,(Barrel type) with necessary screws etc. complete
37Providing and fixing ISI marked oxidised M.S. handles of size 150 mm conforming to IS:4992 with necessary screws etc. complete

AI Tender Summary

OUR REF NO 30566033
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 9.90 Lakhs
LAST DATE 10-01-2022
Authority
Authority Name Uttar Pradesh Housing And Development Board
Work Description Construction Of Oht At Iti Milkipur Distt Ayodhya
Basic Detail
Tender No 1667/AC-14/98DATED24.12.2021(4
Bidding Type Tender
Location
City milkipur
State Uttar Pradesh
Key Dates
Publish Date 03 Jan 2022
Submission Date 10 Jan 2022
Open Date 10 Jan 2022
Finance
Tender Value 9.90 Lakhs
Tender Fee 590
EMD 20000
Exemption Not Available
Document List
fff46c38-01d3-4c04-8cab-77c376894315.html
BOQ_1067592.xls
F.pdf
T.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 03, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 10, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 10, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

fff46c38-01d3-4c04-8cab-77c376894315.html

xls

BOQ_1067592.xls

pdf

F.pdf

pdf

T.pdf

pdf

Tendernotice_1.pdf

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