Housing Urban and Rular Development Local Bodies Closing in 0 days TDR #41189368

Tender For Construction Of 30000 Ltr Oht At Perur Kudi Street In Perur Panchayat

Issued by Local Bodies · musiri, Tamil Nadu
Tender Value
16 Lakhs
Estimated cost
Bid Submission
26 Dec 2023
0 days left
EMD
16000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender For Construction Of 30000 Ltr Oht At Perur Kudi Street In Perur Panchayat

BOQ

Name of Scheme : MLACDS 2023-24
Sl. No. Item Description
1Construction of 30000 LtrOHT at Perur Kudi Street in Perur Panchayat. Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixedwith smallsize boulders for foundation SS 20BFirst depth
2II nd depth
3Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
4Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for foundation
5Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - Footing side
6Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification
7Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
8Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
9Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
10Earthworkexcavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixedwith smallsize boulders for foundation SS 20B - First depth
11Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for foundation
12Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
13Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification
14Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
15Refilling the foundation with excavated earth including watering and consolidation etc., complete.
16Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
17Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
18Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
19Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification
20Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs 2.72 - 3.02
21Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - 3.02 - 3.3
22Square Column - 3.30 - 4.30
23Square Column - 4.30 - 5.30
24Square Column - 5.30 - 5.74
25Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 3.02 - 4.50
26Column 4.50 - 5.74
27Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Gride beam - 5.74 - 6.04
28Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification
29Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 5.74 - 6.04
30Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Gride beam - 6.04-6.3
31Curve surface - 6.30-7.30
32Curve surface - 7.30-8.30
33Curve surface - 8.30-8.76
34Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 6.04-8.76
35Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Plain surface - 8.76 - 9.06
36Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc,Complete complying with stanard specification
37Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or 3rd brace beam - 8.76-9.00
383rd brace beam- 9.00-9.06
39Landing Beam Projection(8.76 - 9.00)
403rd brace beam - 9.00-9.06 Landing Beam Projection(9.00 - 9.06)
41Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Square Column (9.06 - 9.30)
42Square Column(9.30 - 10.30)
43Sq. Col. Cent. Rate (10.30 - 11.30)
44Sq. Col. Cent. Rate (11.30 - 11.31)
45RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete.Column From Third Brace beam Top to Floor (Grid) Beam Bottom(9.06 - 11.31)
46Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Floor (Grid) BEAM - (11.31-11.61)
47Floor Slab Bottom including working space (11.61 - 11.61) (4.64+0.90+0.90 =6.44 dia)
48Floor Slab side(0.00 - 0.24) Chainage Height (11.61-11.85)
49Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., completeAs per Sl. No. 6 & 6 (A) of Steel Schedule
50RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Grid (Floor) Beam(11.31 - 11.61)
51Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standardspecifications etc., complete. Curv. Surface haunch (slanding) (11.85 - 12.00) (4.00- 0.15) = 3.85)
52Curv. Surface Tank Side wall inner(12.30-13.30)
53Curv. Surface Tank Side wall inner(13.30-14.30)
54Curv. Surface Tank Side wall inner(14.30-14.75)
55RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Haunch(11.85- 12.00)
56Water Tank Side Wall(13.50-14.75)
57Supplying and erecting steel centering for sides and soffits I including necessary supports\" and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Cover Slab Bottom (14.75-14.75)
58Tank cover slab side wall (curved) (14.75-14.93)
59Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
60RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating withmechanical vibrator, finishing, curing etc., complete. Water tank cover slab(14.75-14.93)
61Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete.,
62Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete.,
63Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete.
64FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of OHT of suitable inclined length, including bottom anchorage and transportation etc., complete.,
65Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15)
66Exterior Emulsion Painttwocoats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete.
67Towards cost and supply of plumbing materials for tank inlet, outlet, scour and over flow etc., 5mm dia GI pipes for inlet connection 65mm dia GI pipes for inlet connection
6865mm dia GI pipes for over flow and RWH
6965mm dia GI pipes for delivery pipe.
7050mm dia GI pipes for scour pipe.
7190mm dia PVC Threaded coupler
7263mm dia PVC Threaded coupler
7365mm dia GI Tee
7465mm dia 90 Deg. Bend
7565mm dia GI Bend (Short)
7665mm dia GI Coupler
7765mm dia GI Union
7865mm dia GI Elbow
7950mm dia GI Union
8050mm dia GI Elbow
8165mm dia GI Tee
8265 X 50mm dia GI Reducer
8375 X 63mm dia PVC Reducer
8475 X 90 mm dia PVC Reducer
8565mm dia GM Gate Valve
8650mm dia GM Gate Valve
8775mm PVC Threaded coupler
88Cost of (75 mm PVC pipe 6 ksc)
8975 mm PVC Tee
9075 mm PVC Bend
9175 mm PVC Elbow
92PVC Adhesive (Solution)
93Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works.
94Provision for Name Board
95GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}

AI Tender Summary

OUR REF NO 41189368
AUTHORITY Local Bodies
TENDER VALUE 16 Lakhs
LAST DATE 26-12-2023
Authority
Authority Name Rural Development And Panchayats Department
Work Description Tender For Construction Of 30000 Ltr Oht At Perur Kudi Street In Perur Panchayat
Basic Detail
Tender No A2/2630/2023
Bidding Type Tender
Location
City musiri
State Tamil Nadu
Key Dates
Publish Date 19 Dec 2023
Submission Date 26 Dec 2023
Open Date 26 Dec 2023
Finance
Tender Value 16 Lakhs
Tender Fee Ref. Documents
EMD 16000
Exemption Not Available
Document List
8d5b6268-76fd-4f48-9fb1-052d5cfa07cd.html
BOQ_477827.xls
PriceBid1.pdf
TechBid.pdf
Tendernotice_1.pdf

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Tender Timeline

Dec 19, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Dec 26, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Dec 26, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

8d5b6268-76fd-4f48-9fb1-052d5cfa07cd.html

xls

BOQ_477827.xls

pdf

PriceBid1.pdf

pdf

TechBid.pdf

pdf

Tendernotice_1.pdf

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