Public Administrative Department Local Bodies Closing in 0 days TDR #40733934

Tender For Construction Of 2.00 Ll Capacity Of Oht 16.00 M Staging Height ,Replacement Of Branch Pumping Min To Newly Proposed Oht From Tapping Point For Naranammal Puram Town Panchayat.

Issued by Local Bodies · naranammalpuram, Tamil Nadu
Tender Value
66 Lakhs
Estimated cost
Bid Submission
20 Dec 2023
0 days left
EMD
66000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
naranammalpuram → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of 2.00 Ll Capacity Of Oht 16.00 M Staging Height , Replacement Of Branch Pumping Min To Newly Proposed Oht From Tapping Point For Naranammal Puram Town Panchayat.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 05-Dec-2023 Date Modification Date 20-Dec-2023

BOQ

Name of Work:Construction of 2.00 LL capacity of OHT 16.00 m Staging height ,Replacement of branch pumping min to newly proposed OHT from Tapping point for Naranammal puram Town Panchayat. Estimate Amount - Rs.66,00,000/-
Sl. No. Item Description
1Earth work excavation in hard stiff clay, Allsoilmurram, ordinary gravel stoney earth mixed with 50% fair sized boulders etc., I stdepthof2.00 m
2Softdisintegratedrockand soft rock notrequiring blasting II nddepth2.00 mto 3.00 m
3Supply and filling the foundation and basement with stone dust in layers complying with standard specification .
4Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating finishing
5Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc complete (i) below 1.50m to 4.50m depth from G.L
6Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeBelow G.L upto 1.50m depth
7Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeAbove G.L upto 4.50m height
8Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeAbove 4.50m to 7.32m ht., from G.L
9Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc complete Above 7.32m to 10.98m ht., from G.L
10Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeAbove 10.98m to 14.64m ht., from G.L
11Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeAbove 14.64m ht., to 18.30m ht.,
12Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, etc completeAbove 18.30m ht., to 21.96m ht.,
13Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)Upto 3.30m ht., from G.L
14Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 3.30m to 4.30m ht.
15Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 6.30m ht., to 7.30m ht.
16Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 10.30m to 11.30m ht.
17Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 11.30m to 12.30m ht.
18Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 15.30m to 16.30m ht.
19Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) Centering for square column - upto 3.30m ht.
20Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 3.30m to 4.30m ht.,
21Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 4.30m to 5.30m ht.,
22Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 5.30m to 6.30m ht.,
23Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 6.30m to 7.30m ht.,
24Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 7.30m to 8.30m ht.,
25Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 8.30m ht., to 9.30m ht.,
26Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 9.30m ht., to 10.30m ht.,
27Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 10.30m ht., to 11.30m ht.,
28Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 11.30m ht., to 12.30m ht.,
29Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 12.30m ht., to 13.30m ht.,
30Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 13.30m ht., to 14.30m ht.,
31Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 14.30m ht., to 15.30m ht.,
32Curved SurfaceCentering for curved surfaceFrom 14.30m to 15.30m ht., from G.L
33Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 15.30m to 16.30m ht., from G.L
34Curved SurfaceUpto 0-3.30 m,
35Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)3.30 to 4.30 m,
36Centering for circular columnupto 3.30m ht., from floor level
37Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 3.30m to 4.30m ht.,
38Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 4.3m to 5.3m ht.,
39Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 5.3m to 6.3m ht.,
40Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood) From 6.3m to 7.3m ht.,
41Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 7.3m to 8.3m ht.,
42Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 8.3m to 9.3m ht.,
43Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 9.3m to 10.3m ht.,
44Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 10.3m to 11.30m ht.,
45Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 11.3m to 12.3m ht.,
46Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 12.3m to 13.3m ht.,
47Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 13.3m to 14.3m ht.,
48Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over silver oak (country wood)From 14.3m to 15.3m ht.,
49Supplying, fabricating and placing in position of RTS grills for reinforcement for various members including cost of steel for all RCC works etc., complete as per standard specifications and as directed by Engineer-in-charge.The rate to include the cost
50Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification etc., complete as per standard specifications and as directed by Engineer-in-charge
51|Supplying and fixing in position of RCCM30 in side access ladder of following size using 20mm size HBS jelly |including cost of all materials, centring, shuttering,strutting,fabrication and placing in position ofsteelfinishingcuring etccompleteas directedby Departmentofficers
52Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.
53Supplying and fixing in position of 0.60 x 0.60m water tight CI manhole frame and cove of approved pattern at the roof slab and as directed.The manhole frame and cover should be of light duty and confirming to IS: 1726-1974
54Supply and fixing in position of enamel water level indicator with all accessories of approved pattern and design etc., complete as per standard specifications and as directed by Engineer-in-charge
55Supplying and fixing of Providing MS grill steelhand railof 0.91 m height over the top of roof slabfinishing etc complete
56Providing and fixing of RCC 1:2:4 (one cement, two sand and four course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete
57PIPECONNECTIONINLET PIPE 100MMX2.75MCI D/FPIPE
58PIPECONNECTIONINLET PIPE 100MMX1.00MCI D/FPIPE
59PIPECONNECTIONINLET PIPE 100MMX0.5MCI D/FPIPE
60PIPECONNECTIONINLET PIPE 100MMXCI D/F DUCK FOOTBEND
61PIPECONNECTIONINLET PIPE 100MMXCI D/FBEND
62PIPECONNECTIONINLET PIPE 100MMX2.00MCI D/FPIPE
63PIPECONNECTIONINLET PIPE 100MMX1.5MCI D/FPIPE
64PIPECONNECTIONINLET PIPE 100MMCI D/FSLUICE VALVE
65PIPECONNECTIONINLET PIPE 100MMCI BELL MOUTH
66PIPECONNECTION OUT LET 100MMX2.75MCI D/FPIPE
67PIPECONNECTION OUT LET 10100MMX1.00MCI D/FPIPE
68PIPECONNECTION OUT LET 100MMX0.5MCI D/FPIPE
69PIPECONNECTION OUT LET 100MMXCI D/F DUCK FOOTBEND
70PIPECONNECTION OUT LET 100MMXCI D/FBEND
71PIPECONNECTION OUT LET100MMX2.00MCI D/FPIPE
72PIPECONNECTION OUT LET 150 MMCI D/FSLUICE VALVE
73PIPECONNECTION OUT LET 150MMCI BELL MOUTH
74PIPECONNECTION SCOUR 100MMX2.75MCI D/FPIPE
75PIPECONNECTION SCOUR 100MMX1.00MCI D/FPIPE
76PIPECONNECTION SCOUR 100MMX0.5MCI D/FPIPE
77PIPECONNECTION SCOUR 100MMXCI D/F DUCK FOOTBEND
78PIPECONNECTION SCOUR 100MMXCI D/FBEND
79PIPECONNECTION SCOUR 100MMX2.00MCI D/FPIPE
80PIPECONNECTION SCOUR 100MMX1.5MCI D/FPIPE
81PIPECONNECTION SCOUR 100MMCI D/FSLUICE VALVE
82PIPECONNECTION SCOUR 100MMCI BELL MOUTH
83PIPECONNECTIONOVERFLOW 100MMX2.75MCI D/FPIPE
84PIPECONNECTIONOVERFLOW100MMX1.00MCI D/FPIPE
85PIPECONNECTIONOVERFLOW100MMX0.5MCI D/FPIPE
86PIPECONNECTIONOVERFLOW100MMXCI D/F DUCK FOOTBEND
87PIPECONNECTIONOVERFLOW100MMXCI D/FBEND
88PIPECONNECTIONOVERFLOW100MMX2.00MCI D/FPIPE
89PIPECONNECTIONOVERFLOW 100MMX1.5MCI D/FPIPE
90Civil works Earth work excvation for laying pipeline 100MMCI
91Civil worksRefilling for laying pipeline 100MMCI
92Civil works Construction of valve pits 100MMCI
93Civil works Vertical laying CIPipes 0-2
94Civil works Vertical laying CIPipes 2to4
95Civil works Vertical laying CIPipes 4to6
96Civil works Vertical laying CIPipes 6to8
97Civil works Vertical laying CIPipes 8to10
98Civil works Vertical laying CIPipes 10to12
99Civil works Vertical laying CIPipes 12to14
100Civil works Vertical laying CIPipes 14to16
101Civil works Vertical laying CIPipes 16to18
102Civil works Horizontal laying 100MMCI
103Civil works Jointing CI D/F 100MMCI
104Supply and deliveryof the following sizes of HDPE Pipes - PE 100 - PN6 conforming to IS:4984/2016, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per standard specifications and as directed by the Departmental Engineer. 110MM HDPE PN 6 PIPE
105Jointing the HDPE pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Departmental Engineer. 110MM HDPE PN 6 PIPE
106Lowering the following HDPEpipes and specials into trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Departmental Engineer 110MM HDPE PN 6 PIPE
107Earthwork excavationfor pipe line including all cost of materials and labour cost etc.,
108Refilling the excavated earth to site from site including all cost of material and labours cost etc.,

AI Tender Summary

OUR REF NO 40733934
AUTHORITY Local Bodies
TENDER VALUE 66 Lakhs
LAST DATE 20-12-2023
Authority
Authority Name Town Panchayats
Work Description Construction Of 2.00 Ll Capacity Of Oht 16.00 M Staging Height , Replacement Of Branch Pumping Min To Newly Proposed Oht From Tapping Point For Naranammal Puram Town Panchayat.
Basic Detail
Tender No 255/2023
Bidding Type Tender
Location
City naranammalpuram
State Tamil Nadu
Key Dates
Publish Date 05 Dec 2023
Submission Date 20 Dec 2023
Open Date 20 Dec 2023
Finance
Tender Value 66 Lakhs
Tender Fee Ref. Documents
EMD 66000
Exemption Not Available
Document List
Tendernotice_1.pdf
Tendernotice_2.pdf
1665cda0-8e67-4619-b771-2bf323d7205e.html
BOQ_466066.xls

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Tender Timeline

Dec 05, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 20, 2023
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Dec 20, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 20, 2023

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

1665cda0-8e67-4619-b771-2bf323d7205e.html

xls

BOQ_466066.xls

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