Housing Urban and Rular Development Government Departments Closing in 0 days TDR #31794099

Construction Of New Compound Wall ( Additional Area ) , Raising Of Existing Compound Wall And Cycle Stand At Muribahal Oav In Balangir District

Issued by Government Departments · kantabanji, Odisha
Tender Value
45.20 Lakhs
Estimated cost
Bid Submission
25 Apr 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
6000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
kantabanji → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of New Compound Wall ( Additional Area ) , Raising Of Existing Compound Wall And Cycle Stand At Muribahal Oav In Balangir District

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 13-Apr-2022 2nd Corrigendum Technical Bid 25-Apr-2022

BOQ

Name of Work: Construction ofnew Compound wall (Additional area), Raising of existing Compound wall and Cycle Stand at Muribahal OAV in Balangir District
Sl. No. Item Description
1Earth work in excavation in foundation in hardwith initial leads and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site withall leads and lifts including cost of all labour and T&Pand dewatering if required for the work etc. complete.
2Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
3Cement concrete of prop.(1:3:6) in foundation and floors using 4cm. size black hard (crusher broken) granite metal of approved quality from approved quarry including cost, conveyance, royalties and taxes of all materials andall labour,T&P etc complete.
4Cement concrete of prop.(1:2:4) in foundation and floors using 12mm size black hard (crusher broken) granite chips of approved quality from approved quarry including cost, conveyance, royalties and taxes of all materials andall labour,T&P etc complete.
5Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S.rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge.(A) Column footing upto Plinth
6(B) Column Superstructure
7(C) Plinth Band
8(D) Roof Beam
9(E)Roof Slab
10Fly ash brick masonry using 23cm X 11cm X 8cm (with dimensional tolerance of + 8% ) fly ash bricks having crushing strength not less than 75 kg. / sq cm, mortar of mix 1:6 (1 cement : 6 sand), immersing the bricks for minimum 6 hrs in water before use, with all necessary projections, splay cutting, circular moulding, corbelling, etc., including cost of all materials, labour, conveyance, loading and unloading, taxes, cess, royalties, scaffolding, watering, curing, sundries, tools and plants,etc., completeas per the direction of the Engineer-in-charge. (A) In Foundation & Plinth
11(B) In Super Structure
12Cutting, Straightening coiled or bent up M.S. rods or Tor steel (Fe-500) SAIL make welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost)
1312mm thick cement plaster in cement mortar (1:6)to outside wall & finishing smooth to smooth surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
1416mm thick cement plaster in cement mortar (1:6) finishing smooth to rough surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.
15Primering one coat with any approved shade of primer of approved make over the plastered surface of walls including cost, conveyance and taxes of all labour with T&P required for the work etc. complete as directed by the Engineer-in-charge.
16Painting two coats with cement paints of approved shade by means of brush to outside surface of walls after cleaning the surface including watering and curing etc. complete in all floors using cement paintincluding cost of cement paint with taxes and cost of all labour with T & P required for the work etc. complete in all respect
17Filling in foundation & plinth with excavated material with watering and curing including laying in layers not exceeding 23 cm (9\") thick requiring and watering including all leads & liftT & P etc. complete.
186mm thick cement plaster (1:4) on R.C.C. surface with close deep chipping including cost conveyance royalties and taxes of all materials and cost of alllabour,with T & P required for the work etc. complete.
192.5cm thick grading concrete (1:2:2) on roof slab with 6mm size hard granite on new work after chipping and chiselling the same and cleaning the surface by wire brushes watering and curring etc. complete including cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete in all respect.

AI Tender Summary

OUR REF NO 31794099
AUTHORITY Government Departments
TENDER VALUE 45.20 Lakhs
LAST DATE 25-04-2022
Authority
Authority Name Road And Building Department
Work Description Construction Of New Compound Wall ( Additional Area ) , Raising Of Existing Compound Wall And Cycle Stand At Muribahal Oav In Balangir District
Basic Detail
Tender No 09/KBJ/2021-22
Bidding Type Tender
Location
City kantabanji
State Odisha
Key Dates
Publish Date 13 Apr 2022
Submission Date 25 Apr 2022
Open Date 26 Apr 2022
Finance
Tender Value 45.20 Lakhs
Tender Fee 6000
EMD Ref. Documents
Exemption Not Available
Document List
Tendernotice_1.pdf
Tendernotice_2.pdf
8c6acd48-731f-4508-988b-4d13d740fa91.html
BOQ_395689.xls
DTCNcw.pdf

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Tender Timeline

Apr 13, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Apr 25, 2022
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Apr 25, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Apr 26, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

html

8c6acd48-731f-4508-988b-4d13d740fa91.html

xls

BOQ_395689.xls

pdf

DTCNcw.pdf

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