Knmt 2022-2023 Rejuvenation Of Water Bodies Vannan Oorani Ward No.10, Ngo Nagar, Survey Number 36-16
Tender Value
20.40 Lakhs
Estimated cost
Bid Submission
18 Jul 2022
0 days left
EMD
20400
Bank guarantee accepted
Document Fee
9360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kariapatti → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Knmt 2022-2023 Rejuvenation Of Water Bodies Vannan Oorani Ward No.10, Ngo Nagar, Survey Number 36-16
BOQ
| Sl. No. | Item Description |
| 1 | Laying |
| 2 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may bedirectedexceptinhardrockrequiring blastinginclusive of shoring shuttering, and baling out water wherever necessary refillingthe sides of foundation withexcavated soilotherthan sand in layers of 15cm thick well rammed andcompleted depositing the surplus excavated soil within the compound inplaces shown by the departmental officers with intiallead and lifts and cleaning and levelling the site etc.,complete as per TNSS23 & 24, V, VI (S2), VII, 9,10 , complete - SS 20A |
| 3 | Cement Concrete of mix 1 : 4 : 8 (One Cement four sand eight aggregates)using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII |
| 4 | Supplying and FillingofU/S Gravelfromapprovedquarry in Layer of not more than 15cm thick including watering with all layers and consolidation complying with standard specification including cost and conveyance of sand at site and all labour charges and all other incidential charges etc., complete as per Standard Specification. |
| 5 | Rough stone Dry packing for apronincluding cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete . complying with std. specifications for renovation the Existing apron. |
| 6 | Supplying anderrectingsteel centering including necessary supportsfor plain surfaces for Reinforced Cement Concrete works such as Coloumn footing,Coloumn pedestals,plith beams, grade beams,staircase steps,etc which requires only nominal strutting using mild steel sheetsof size 90mm x60mm and 10Bg stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervels etc complete in all floorsComplying with standard Specification( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII |
| 7 | Vibrated Plain Cement Concrete 1:2:4 (one cement two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification 30 V, VI (S5) VII & 13 |
| 8 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand,silt or other loose soil,wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may bedirectedexceptinhardrockrequiring blastinginclusive of shoring shuttering, and baling out water wherever necessary refillingthe sides of foundation withexcavated soilotherthan sand in layers of 15cm thick well rammed andcompleted depositing the surplus excavated soil within the compound inplaces shown by the departmental officers with intiallead and lifts and cleaning and levelling the site etc.,complete SS 20B |
| 9 | Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers) |
| 10 | Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 406 of MORTH |
| 11 | Providing and laying of 63mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver block in required sizes of minimum compressive strength of 40 N/mm2 in uniform shape of approved make to be laid in flurrying bone pattern with approved non sticking surface in the top and the rate including leveling the base preparation of sub base with stone dust cushion 100mm thick, laying out the pavement cut the pieces to fit the edge, vibrating the pavers, sweeping transporting, loading unloading and laying of paver block as per standard specification.-10 Sqm paver Block rate PWD SOR Page No; 35 |
| 12 | Supplying and fixing of G.I. Pipe 32mm Dia ( B Class) imcluding cutting and fixing in Kerb wall and providing weld mesh of size750x 500 mm size 10 gauge and providing M.S flat 35 x 6 mm size at middle angle allowed of size25 x 25xmm includingcost conveyence and welding with weld meshncluding all cost of matreials and labour. |
| 13 | Manufacturing,Suplying and fixing of Stainless Steel pipe of 1.60mm thick at reqired locations to a height of 900mm from finished floor level welded to 38mm dia stainless stell pipe post of 1.00mm thock as vertical at 900mm centre with 2 nos .of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100x100x6mm MS base plate encased in the base concrete.The rate in inclusive of the charge for cutting, bending, welding, grinding, polishing,conveyance, electrical charge, etc. complete PWD SOR Page No :57Sl .No : 244 |
AI Tender Summary
Tender Timeline
Jul 07, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 18, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 19, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender