Drinking Water Supply and Sanitation Local Bodies Closing in 0 days TDR #41906814

Tender For Construction Of 2.00 Lakhs Littre Oht At 2Nd Ward Near By Kamarajar New Market At Surandai Municipality

Issued by Local Bodies · surandai, Tamil Nadu
Tender Value
55 Lakhs
Estimated cost
Bid Submission
08 Feb 2024
0 days left
EMD
55000
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Construction Of 2.00 Lakhs Littre Oht At 2Nd Ward Near By Kamarajar New Market At Surandai Municipality

BOQ

Construction of 2.00 Lakhs Littre OHT at 2nd ward Near by Kamarajar New market at Surandai 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,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depthwith intiallead and lifts and cleaning and levelling the site etc.,complete
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 fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing,and labour charges etc., complete as per standard specification
4Providing centering, strutting arrangements for the sides and soffits for RCC slab, intel bed block \"T\" and \"L beams stair case waist slab , landing slab and cost and conveyance of all materials at site and all labour charges and other incidental charges for 3m height and removing the same after the specification period as directed by departmental officer etc., complete as per standard specification ,Plain SurfacesBelow GL
5Plain Surfaces3.00m to 4.30m
6Plain Surfaces at 7.30m to 8.30m
7Plain Surfaces at 11.30m to 12.30m
8Plain Surfaces at 15.30m to 16.30m
9Plain surfaces -19.30 to 20.30m
10Square Column upto 3.30m
11Square Column3.30m to 4.30m
12Square Column4.30m to 5.30m
13Square Column5.30m to 6.30m
14Square Column6.30m to 7.30m
15Square Column7.30m to 8.30m
16Square Column8.30m to 9.30m
17Square Column9.30m to 10.30m
18Square Column10.30m to 11.30m
19Square Column11.30m to 12.30m
20Square Column12.30m to 13.30m
21Square Column13.30m to 14.30m
22Square Column14.30m to 15.30m
23Curved Surface 16.30m to 17.30m
24Curved Surfaces 17.30m to 18.30
25Curved Surfaces 18.30m to 19.30
26Curved Surfaces 19.30m to 20.30
27Circular Column upto 3.30m
28Circular Column 3.30mto 4.30m
29Circular Column4.30m to 5.30m
30Circular Column5.30m to 6.30m
31Circular Column6.30m to 7.30m
32Circular Column7.30m to 8.30m
33Circular Column8.30m to 9.30m
34Circular Column9.30m to 10.30m
35Circular Column10.30m to 11.30m
36Circular Column11.30m to 12.30m
37Circular Column12.30m to 13.30m
38Circular Column13.30m to 14.30m
39Circular Column14.30m to 15.30m
40Reinforced cement concrete M25grade 1:1½:3 (one cement, one and half sand and three blue course aggregate of 20mm size hard broken stone) for the following items.The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 1.5m Below G.L
41Reinforced cement concrete M25grade 1:1½:3 (one cement, one and half sand and three blue course aggregate of 20mm size hard broken stone) for the following items.The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure For 4.5m Above G.L
42Reinforced cement concrete M25grade 1:1½:3 (one cement, one and half sand and three blue course aggregate of 20mm size hard broken stone) for the following items.The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 4.51m to 7.32m Above G.L
43Reinforced cement concrete M25grade 1:1½:3 (one cement, one and half sand and three blue course aggregate of 20mm size hard broken stone) for the following items.The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 7.32m to 10.98m Above G.L
44Reinforced cement concrete M25grade 1:1½:3 (one cement, one and half sand and three blue course aggregate of 20mm size hard broken stone) for the following items.The rates excluding the cost of stone for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure)For 10.98m to 14.64m from G.L
45Reinforced cement concrete M 30 Grade Design Mix for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 14.64m to 18.30m from G.L
46Reinforced cement concrete M 30 Grade Design Mix for the following items. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering, but including cost of mixing, placing the concrete in position, vibrating, consolidating, finishing and curing the concrete etc., complete and as directed by the Engineer-in-charge. (The rates inclusive of testing the reservoir for the water tightness of the structure) For 18.30m to 21.96m from G.L
47Supplying and fabricating and placing in position steel reinforcement using Mild Steel or ribbed for steel rods for all RCC works as per the design given including cost of Steel and binding wire etc, complete in all floors complying with standard specification using MS plain rods or RTS rods.
48Painting two coats of newly plastered wall surface with ready mixed Cement paint of first quality and of approved colour over a priming coat including preparing the surface, clean removal of dirt and including necessary plaster of paris putty wherever required etc., complete complying with standard specification.
49Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 600mm X 600mm sizes of best approved quality and as per standard specifications etc.,complete.
50Providing 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) For 8mm to 16mm
51Providing 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),For 20mm to 32mm
52Providing 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.
53Construction 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.
54Supplying and fixing of RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing, curing etc., complete as per standard specifications and as directed by Engineer-in-charge
55Providing 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 as generally shown in plan and as directed.
56Providing Cut stone set in CM 1:3 (one cement and three sand) using well dressed cut stone supporting inlet pipe of size 0.30 x 0.30 x 0.15m for service reservoir etc., complete as per standard specifications and as directed by Engineer-in-charge
57Providing and fixing in position of PVC water bar 150mm wide with single bulb for horizontal joints necessary holders fabrication, the rate inclusive of cost of water bar, holders fabrication and fixing in position etc complete as per standard specification and as directed by the Engineer
58Supply and delivery of CI D/F sluice valves with cap along with specials of the 150mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materialsetc, complete as per standard Specification.
59Supply and delivery of CI D/F sluice valves for Scour with cap along with specials of the 100mm dia in size confirming to IS 14846 / 2000 (PN1) including flanged tail piece and other specials as required, loading, unloading, transportation charges and stacking and jointing including cost of jointing materials etc. complete.
60Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc, including cost of pipes, specials, valve, labour charges for lifting, aligning,fixingof DI pipesetc, complete as detailed below
61Constructing masonry chamber of inside dimensions as mentioned below with Country Brick, brick work in CM 1:5 (1 cement : 5 coarse sand) for sluice valve, with CI Surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and top RCC Precast slab 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20mm nominal size) with necessary earth work excavation including refilling the sides of foundation, foundation concrete 1:5:10 (1 cement : 5 coarse sand : 10 grade stone aggregate 40mm nominal size) and inside plastering with CM 1:5 (1 cement : 5 coarse sand) 12mm thick finished with a floating coat of neat cement, complete as per standard design and shown in the drawings. 1500x 900x1200mm clear inside dimensions

AI Tender Summary

OUR REF NO 41906814
AUTHORITY Local Bodies
TENDER VALUE 55 Lakhs
LAST DATE 08-02-2024
Authority
Authority Name Municipal Adminitration And Water Supply Department
Work Description Construction Of 2.00 Lakhs Littre Oht At 2Nd Ward Near By Kamarajar New Market At Surandai Municipality
Basic Detail
Tender No 3083/2023/ e1
Bidding Type Tender
Location
City surandai
State Tamil Nadu
Key Dates
Publish Date 30 Jan 2024
Submission Date 08 Feb 2024
Open Date 08 Feb 2024
Finance
Tender Value 55 Lakhs
Tender Fee Ref. Documents
EMD 55000
Exemption Not Available
Document List
7f253eba-87dc-45c6-b375-8421ac799314.html
Biddocument.pdf
BOQ_493927.xls
Tendernotice_1.pdf
Tendernotice_2.pdf

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Tender Timeline

Jan 30, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 08, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 08, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

Download All (ZIP) ↓
html

7f253eba-87dc-45c6-b375-8421ac799314.html

pdf

Biddocument.pdf

xls

BOQ_493927.xls

pdf

Tendernotice_1.pdf

pdf

Tendernotice_2.pdf

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