Public Administrative Department Government Departments Closing in 0 days TDR #40755318

Annual Plan-Dp Kkd 2023-24 Puthusseri Dwss Completion, Velom-155/24-General Civil Work

Issued by Government Departments · velom, Kerala
Tender Value
8.47 Lakhs
Estimated cost
Bid Submission
29 Nov 2023
0 days left
EMD
21180
Bank guarantee accepted
Document Fee
1870
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
velom → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Annual Plan-Dp Kkd 2023-24 Puthusseri Dwss Completion, Velom-155 / 24-General Civil Work

BOQ

Work Name:Annual Plan-DP KKD 2023-24 Puthusseri DWSS completion, Velom-155/24-General Civil Work
Sl. No. Item Description
1Pipe-lines
2OD123296/2023-2024:Excavating trenches of required width for pipes, cables, etc including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavatedsoil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, withina lead of 50 m:All kinds of soilPipes, cables etc, not exceeding 80 mm dia
350.18.9.3.2:Providing and fixing PVC pipes includes jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 25 mm dia 10KGF/cm2
450.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
551.18.12.8:Providing and fixing G.I. pipes complete with G.I. fittings (Cost of fittings to be paid separately) <br> External work - 80 mm nominal dia
6OD123316/2023-2024: od79432/2017_2018 :Providing street fountains with vertical post by 75 mm P V C pipe 1.2 M long fixing inconcrete and connecting the tap in position including all cost etc ( cost of connecting pipe should be paidseparately)
7OD123315/2023-2024:providing and fixing metal name board of size 120x60 cm size with 15 mm dia and 2mm thick GI pipe,0.80mm thick MS sheet 35x35x5 mm angle for post etc,errected in concrete of cc 1:2:4.
850.18.9.21.10:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x63 mm dia Reducer
950.18.9.5.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2
1050.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2
11Well protection & Pump-house
122.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
1360.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
144.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
154.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
1650.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
1750.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
1850.6.3.1:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x10cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth for 10 cm thick wall in CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding etc complete
195.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
205.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
215.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
224.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
2313.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
2410.4:Providing and fixing 1 mm thick M.S. sheet sliding- shutters, with frame and diagonal braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junction and corners, 25 mm dia pulley, 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a priming coat of approved steel primer.
2513.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
2613.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
2710.25.1:Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete

AI Tender Summary

OUR REF NO 40755318
AUTHORITY Government Departments
TENDER VALUE 8.47 Lakhs
LAST DATE 29-11-2023
Authority
Authority Name Local Self Government Department
Work Description Annual Plan-Dp Kkd 2023-24 Puthusseri Dwss Completion, Velom-155 / 24-General Civil Work
Basic Detail
Tender No TA/LSGD/KKD/214/2023-24
Bidding Type Tender
Location
City velom
State Kerala
Key Dates
Publish Date 22 Nov 2023
Submission Date 29 Nov 2023
Open Date 01 Dec 2023
Finance
Tender Value 8.47 Lakhs
Tender Fee 1870
EMD 21180
Exemption Not Available
Document List
0955b3f5-5160-4781-aa7f-ae2aadcf4fec.html
Affidavit.pdf
BOQ_940454.xls
ePay.pdf
FIP.pdf
FOT.pdf
newtenderconditions.pdf
preliminary.pdf
SBD.pdf
Tendernotice_1.pdf

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Tender Timeline

Nov 22, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 29, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 01, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

0955b3f5-5160-4781-aa7f-ae2aadcf4fec.html

pdf

Affidavit.pdf

xls

BOQ_940454.xls

pdf

ePay.pdf

pdf

FIP.pdf

pdf

FOT.pdf

pdf

newtenderconditions.pdf

pdf

preliminary.pdf

pdf

SBD.pdf

pdf

Tendernotice_1.pdf

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