Drinking Water Supply and Sanitation Local Bodies Closing in 0 days TDR #44903165

Tender For Construction Of 1.00 Lakhs Litres Capacity Of Sump In Ward No 21 Lower Camp Tank Premises In Gudalur Municipality

Issued by Local Bodies · gudalur, Tamil Nadu
Tender Value
25 Lakhs
Estimated cost
Bid Submission
11 Sep 2024
0 days left
EMD
25000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction of 1.00 lakhs litres capacity of Sump in Ward No 21 Lower camp Tank Premises in Gudalur Municipality

BOQ

Name of Work:Construction of 1.00 lakhs litres capacity of Sump in Ward No 21 Lower camp Tank Premises in Gudalur Municipality
Sl. No. Item Description
1Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel, stoney earth and earth mixed with small size boulders SS 20B and Sand, silt or other loose soil, wet sand, silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed, cleaning and levelling the site etc., complete - Open Earth Work Excavation - Upto 2.00M
2Supplying and filling in foundation andbasement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification.
3Plain Cement concrete 1:4:8 (one cement, four sand, eight aggregate) using 40mm gauge handbroken granitestone jelly for foundation including dewatering if foundnecessary and laid in layers of not more than 15 cmthick and compacted,etc., complete complying withstandard specfication.
4Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - Plinth Beam - Curved Surfaces
5Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oakjoists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation - VerticalCurved Surfaces
6Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed - For Circular RCC columns,etc.
7Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. - For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc.
8Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requirements of IS standards. (No separate payment will be made by the Department for the excess usage of materials) -Below Ground Level
9Supply and fabrication of steel required for all RCC items of works involved in the schedule, cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as as per design given and specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc complete as per standard specification
10Fabrication,supply, delivery and fixing of outside M.S. Ladder of 45cm clear wide made out of 50mm x 50 mm x 6mm M.S. angle for sides and steps in 16mm MS plain rods fixed at 30 cm C/C welded jointed etc., providing with suitable side supports, clamps and locking arrangements provided with two coats of approved enamel paint over one coat of redoxide paint, for providing access to roof top of OHT of suitable inclined length, including bottom anchorage and transportation and as directed by TWAD Board Officers. The rate inludes concrete bed block in CC 1:2:4 using 20mm HBGS at top and bottom of suitable size with necessary anchor bolts.
11Supplying and fixing in position C.I.Manhole covers heavy duty of 900mm X 900mm sizes of best approved quality and as per atandard specifications etc.,complete.
12Providing Fusion Bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. (inclusive of all taxes)
13Providing PVC ventilating arrangements mosqutio proof nylon net with 110mm PVC pipes and cowl and as directed by Municipal Officers.
14Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panellingwherever necessary and as directed by the departmental officers)
15Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (One cement, one and half sand, three aggregates) using 20mm HBG stones for OHT including grill in position, centering, shuttering charges, mixing concrete curing etc, to required height and clear width of 45cm consisting of two nos of vertical post of 10cm X 15cm and step salb of 25mm X 25mm etc,complete and as directed by Municipal Officers.
16R.C.C.Jolly by a new of followingsize in R.C.C. 1:1.5:3 using 20mm gauge hard broken granite stone jelly and river sand excluding cost of reinforcement but includingcharges,fabrication chargescuring neat finishing and labour charges for fixing the jolly in position with standard specification
17Provision for pipe connection arrangements for inlet, outlet, and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning,fixingof DI pipesetc, complete as detailed below
18Painting two coats of newly plastered wall surface with approved cement paint over cement plastered wall surface, ceiling andincluding preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required and cost of painting materials, brushes, preparation of surfaces and scaffolding charges etc., complete complying with standard specification and as directed by the departmental officer
19Supply and delivery of 10HP Open well Submersible pump set as per14220 / 2002 With out panel Board 200 lpm x100m including cost and conveyance of materials to work site etc complete.
20Supply and delivery of 12.5 HPThreephase panel boardstar -delta with two level guard andauto start including cost and conveyance of materials to work site etc complete.
21Supply and delivery of jointing of XLPE insulated and sheathed 4 sq.mm 3 core flat type copper cable conforming to IS 694/1990 etc complete as per standardSpecification
22Supply and delivery of following PVC,HDPE,GI pipes and specials etc completed a) 90mm dia HDPE pipe PN.10
2380mm dia GI Bend
2480mm diaGI Flange Set
25Nylon Rope
2680mm dia GM NRV
27Labour Charges for the erection of submersible pumpset in borewell/openwellincluding fixing and jointing submersible cable with proper clamps upto the starter to the required depth and also fixing of riser pipes to the required depth values erection clamps ,pressuer gauges up to the exterior wall of pmp room and errection of panel board consisting of TPICN switches starter ,voltmeter,ammeter,three pilot(indicating)lamps capacitor single phasing preventor ,Water level guard and laying and jointing the cables and twin earthing as per IE rules etc complete and testing the pump set and trail run for 10 days (5.00HP to 10.00HP)
28Provision For GST 18%

AI Tender Summary

OUR REF NO 44903165
AUTHORITY Local Bodies
TENDER VALUE 25 Lakhs
LAST DATE 11-09-2024
Authority
Authority Name Municipal Adminitration And Water Supply Department
Work Description Construction of 1.00 lakhs litres capacity of Sump in Ward No 21 Lower camp Tank Premises in Gudalur Municipality
Basic Detail
Tender No 575/2024/E1
Bidding Type Tender
Location
City gudalur
State Tamil Nadu
Key Dates
Publish Date 24 Aug 2024
Submission Date 11 Sep 2024
Open Date 11 Sep 2024
Finance
Tender Value 25 Lakhs
Tender Fee Ref. Documents
EMD 25000
Exemption Not Available
Document List
a57d1671-a4a7-4b28-a63c-096d9d7ef99f.html
BOQ_566361.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 24, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 11, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

a57d1671-a4a7-4b28-a63c-096d9d7ef99f.html

xls

BOQ_566361.xls

pdf

Tendernotice_1.pdf

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