Tender For Construction Of Karumathi Shed At Sellipet In Thirubuvanai Constituency, Puducherry. (Third Call).
Tender Value
6.30 Lakhs
Estimated cost
Bid Submission
10 Oct 2023
0 days left
EMD
12612
Bank guarantee accepted
Document Fee
525
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thattanchavady → Puducherry
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Karumathi Shed At Sellipet In Thirubuvanai Constituency, Puducherry. ( Third Call ) .
BOQ
| Sl. No. | Item Description |
| 1 | Code No.2.8.1:- Earth work in excavation by mechanicalmeans (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m -All kinds of soil. |
| 2 | Code No.2.25:- Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 3 | Code No.2.27:- Filling available excavated earth(excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.5m. |
| 4 | Code No2.27A.1 :- Supplying and filling with gravel (excluding rock) in trenches , plinth, sides of foundations etc . In layers not exceeding 20 cm in depth consolidating each deposited layers by ramming and watering etc .complete including all lead and lift |
| 5 | Code No.4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.- All work upto plinth level -1:4:8 (1 cement:4coarse sand : 8graded stone aggregate 40mm nominal size) |
| 6 | Code No 5.1.2:- Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering,shuttering,finishing and reinforcement -All work upto plinth level : 1:1.5:3 (1 cement : 1 .5 coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 7 | Code No.5.2.2Reinforced cement concrete work in walls(any thickness), including attached pilasters , buttresses, plinth and string courses , fillets, columns , pillars, piers, abutments, posts and struts etc.upto floor five level excluding cost of centering, shuttering,finishing and reinforcement:1:1.5:3 (1 cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size) |
| 8 | Code No.5.3 :- Reinforced cement concrete work in beams,suspended floors , roofs having slope up to15degree landings , balconies , shelves ,chajjas , lintels , bands , plain windowsills , staircases and spiral stair casesupto floor five level excluing the cost ofcentering ,shuttering, finishing andreinforcement , with 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 20mmnominal size) |
| 9 | Code No.5.9.1:-Centring and shuttering including strutting, propping etc.and removal of form for:Foundations , footings, bases of columns ,etc. for mass concrete.- Using steel sheet with M.S.frames. |
| 10 | Code No5.9.3 :- Centring and shuttering includingstrutting, propping etc. and removal of form for : suspended floors, roofs, landings, balconies and access platform - Using steel sheet withM.S.frames |
| 11 | Code No.5.9.5:- Centering and shuttering includingstrutting, propping etc. and removal of form for: lintels, beams, plinth beams, girders, bressumers and cantilevers.- Using steel sheet with M.S.frames |
| 12 | Code No5.9.6:- Centering and shuttering includingstrutting, propping etc. and removal of form for: columns, pillars, piers, abutments, posts and struts.- Using steel sheet with M.S.frames |
| 13 | Code No.5.22.6 :-Reinforcement for R.C.C work includingstraightening , cutting , bending , placing in position and binding all complete - Thermo - Mechanically treated bars (TISCON / VIZAG/ IISCO /SAIL / JSW) including placing the M30 grade Athees make cover block @ 60cm centre to centre |
| 14 | Code No.6.1.2Add:- Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 3.5 in foundation and plinth in - cementmortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Code No.11.3.1:-Cement concrete flooring 1:2:4 (1 cement :2coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm nominal size stone aggregate. |
| 16 | Code No.13.1.1:-12mm cement plaster of mix :Cement mortar 1:4 (1 cement : 4 fine sand) |
| 17 | Code No.13.16.1:- P6mm cement plaster of mix 1:3 (1 cement : 3fine sand). |
| 18 | Code No.13.46.1:-Finishing walls with acrylic smooth exterior paint of required shade - New work(two or more coat applied @ 1.67 ltr/10 sqmover and including priming coat of exterior primer applied @ 2.20 kg / 10 sqm |
AI Tender Summary
Tender Timeline
Sep 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedOct 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 10, 2023
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