Housing Urban and Rular Development Government Departments Closing in 0 days TDR #32342326

improvement Upgr. Of Road Section Of Udp-Kbn To Melaghar ( Tr-02 ) Under N.E. State Roads Invstmnt / Sh-Const. Of Massonary Chmber, Fixing Of Ci Sluice Valve, Protection Of P.Line At Ditches Etc. Cmplt Under Dws S / D, Kbn During The Yr 21-22 ( Dep

Issued by Government Departments · kakraban, Tripura
Tender Value
4.32 Lakhs
Estimated cost
Bid Submission
13 Jun 2022
0 days left
EMD
8641
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kakraban → Tripura
EMD Exemption
Not Available
Quantity
Not Available

Project Description

improvement Upgr. Of Road Section Of Udp-Kbn To Melaghar ( Tr-02 ) Under N.E. State Roads Invstmnt / Sh-Const. Of Massonary Chmber, Fixing Of Ci Sluice Valve, Protection Of P.Line At Ditches Etc. Cmplt Under Dws S / D, Kbn During The Yr 21-22 ( Deposit Work )

BOQ

Name of Work:-Improvement and Upgradation of road section of Udaipur-Kakraban to Melaghar (TR-02) under North Eastern state roads Investment/SH-const. Of massonary chamber, Fixing of CI Sluice valve, Protection of pipeline at ditches etc. complete within kakraban RD Block under DWS Sub-Division, Kakraban during the year 2021-22 (Deposit work)
Sl. No. Item Description
1Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. iii) 125 mm dia A. PN - 1.6
2iv) 150 mmdia A. PN-1.6
3Providing and laying flanged C.I. Staandard specials such as tees, bends, collars,tapers,caps etc. suitable for flanged jointing as per IS: 1538 as per CPWD specicification and direction of the Engineer-in-charge. i) Upto 300mm dia
4Making road crossing by horizontal boring for smooth laying of UPVC/CI/DI/GI pipes etc. of required dia complete as per specification and direction of the Er.-in-Charge. i) By manual means.
5Construction masonary Chamber 120x 120 x 100 cm, inside with brick work in cement motor 1:4 (1 cement : 4 fine sand) for sluice valve, with C.I Surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 fine sand : 4 brick aggregate 1st class 40 mm normal size ) in cluding plastering the exposed surface with 12 mm thick cement mortar 1 : 3(1 cement : 3 sand ) finished with a floating coat of neat cement ) including providing & embedding 15 mm dia G.I pipe (medium class ) 1250 mm long with necessary GI fittings like elbow 2 Nos. socket 1 Nos . nipple 300 mm lomg 1 no , union 1 no etc . and fitting fixing of CI long handle bib cock by welding with GI Socket complete with all earth work required including refilling as per CPWD specification and direction of Engineer -in-charge.With Second class bricks
6Providing & fixing in position PrecastRCC hydrant post of size 200 X 200 mm at bottom & 150 x 150at the top and 1300 mm high (made with cementconcrete1 : 2 : 4 (1 Cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size) and steel reinforcement ( TMT bars) 8 mm dia 1200 mm long 4 nos and 8 mm dia stirrups 9nos ),500mm shall be kept below ground level , embedding the sama with in 500 x 500 x500 mm cement concrete 1:5:10 (1 cement : 5 sand : 10 brick aggregate 1st class 40 mm nominal sizein/c plastering the exposed surface with 12 mm thick cement mortar 1 : 4 (1 Cement : 4sand) finished with a floating coat of neat cement ) in/c lettering of JJM logo and other details of benficiary with all earth work required in/c. refilling as per specification and direction of Er.-in - Charge.
7Providing and fixing in position Precast RCC platfrom of size 1100 x 1100 mm x 100 mm with curb of size 50 x50 mm keeping an opening of 100 mm long in a suitable place for draining out of water (made with cement concrete1 : 2 :4 ( 1 cement : 2 sand : 4 brick aggregate 1st class 20 mm nominal size ) and steel reinforcement (TMT) bars ) 8 Nos , 8 mm dia in both direction including plastering the exposed surface with 12 mm thick cement mortar 1 : 3 ( 1 cement : 3 sand ) finished with a floating coat of neat cement ) complete with all earth work required including refilling as per CPWD specification and direction of Engineer -in-charge .
8Providing and fitting fixing GI pipes medium class as per IS: 1239 with lasted amendment complete with GI fittings including trenching and refilling, cutting and making good the walls etc complete as per CPWD specification and direction of the Engineer -In-Charge.A.External work iv) 150 mm dia nominal bore .
9Earth 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 upto 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 By manual means .
10Filling available excavated 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.-All kinds of soil
11Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts in/c spreading in horizontal layers, watering, grading to required slope, remming , consoldating and compacting each layer by using plate compactor or by any suitable method complete.
12Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :i) 1:4:8(1 cement : 4 fine sand : 8 graded well burunt brick aggregate 40 mm nominal size )
13Reinforcement for R.C.C works in/c stairghtening, cutting, bending, placing in position and binding all complete upto floor five level.i) Thermo-Mechanically treated Brs/Cold twisted deformed steel bars.
14Providing and laying in position specified grde of reinforceed cement concrete excluding the cost of centering, shuttering, finishing and reinforcement- All work upto plinth level :i) 1:2:4 (1 Cement : 2 fine sand : 4 graded well burnt brick aggregate 20 mm nominal size )
15Centering shuttering including struttings, propping etc. and removal of from work for :ii) Columns, pillars, piers, Abutments, posts and struts with wooden plank
166 mm cement plaster of mix : i) In cement motor 1:3( 1 cement : 3 fine sand )
17Neat cement punnig.

AI Tender Summary

OUR REF NO 32342326
AUTHORITY Government Departments
TENDER VALUE 4.32 Lakhs
LAST DATE 13-06-2022
Authority
Authority Name Public Works Department
Work Description improvement Upgr. Of Road Section Of Udp-Kbn To Melaghar ( Tr-02 ) Under N.E. State Roads Invstmnt / Sh-Const. Of Massonary Chmber, Fixing Of Ci Sluice Valve, Protection Of P.Line At Ditches Etc. Cmplt Under Dws S / D, Kbn During The Yr 21-22 ( Deposit Work )
Basic Detail
Tender No DNIeT. No. 23/EE/DWS/DIVN/UDP/2022-23.
Bidding Type Tender
Location
City kakraban
State Tripura
Key Dates
Publish Date 23 May 2022
Submission Date 13 Jun 2022
Open Date 13 Jun 2022
Finance
Tender Value 4.32 Lakhs
Tender Fee 1000
EMD 8641
Exemption Not Available
Document List
Anx23.pdf
BOQ_29066.xls
237ab9f6-4a44-4ff8-ae70-7bcdaf80f032.html
DNIeT_23_ADB_KBN.pdf
Tendernotice_1.pdf

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Tender Timeline

May 23, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 13, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jun 13, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Anx23.pdf

xls

BOQ_29066.xls

html

237ab9f6-4a44-4ff8-ae70-7bcdaf80f032.html

pdf

DNIeT_23_ADB_KBN.pdf

pdf

Tendernotice_1.pdf

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