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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 LAccepted-AOC THARAMANGALAM OMALUR T K SALEM | SALEM | TAMIL NADU | 621011 | L1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | L2₹9.7 L+₹10,638.80 (1.11%)Rejected-AOC PLOT NO 13 II ND CROSS STREET RAMESH NAGAR VALASARAVAKKAM CHENNAI 600 087 | CHENNAI | CHENNAI | TAMIL NADU | 600087 | L2 | Rejected-AOC Highest Amount Quoted |
Tender Value
₹11.4 L
EMD Value
₹11,450
Closing Date
18 Mar 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Officer, Arasiramani Town Panchayat
Town Panchayat Office, Arasiramani, Kullampatti (PO). Arasiramani.-637101
Extention of Pipeline at Ward No.11 Sengalikadu, Extention of Pipeline and Construction of Syntax Tank at Ward No.11 Vaduvachikadu, Extention of Pipeline and Providing Mini Power Pump and Construction of Syntax Tank at Ward No.8 Kapparaiyankadu, Con
2025_DTP_530954_1
54/2025
Open Tender
Civil Works - Water Works
Works
180 days
Arasiramani Town Panchayat Limit
Asper Norms
1 document required · 1 mandatory
₹0
₹11,450
4 Jun 2025
7 Mar 2025
18 Mar 2025
7 Mar 2025
18 Mar 2025
7 Mar 2025
Amount
Construction of Pedestal for HDPE Tank with Earth Work for pedestal foundation of 0.15M Depth and PCC 1:4:8mix with 40mm HBG metal with 0.10M depth for pedestal Foundation. Brick Work in Cement Motor 1:5 using country bricks for super structure to a height 0.80Meter to the Entire area of the pedestal should be plastering in Cement Mortor 1:5 12mm thick. After Plastering surface should be paint with approved quality cement paint including cost and conveyance and all labour charges for mixing laying quring for standard specification.
2000 lit., Pedestal
1000 lit., Pedestal
Supply and delivery and fixing of HDPE tank as per IS 12701 / 1996 including loading, unloading, transportation and labour charges for fixing of the GI pipes and specials for pipe connection works including cutting, threading and fixing charges etc.,
2000 lit., Tank
1000 lit., Tank
Supply and delivery of following pipe line (with ISI mark) materials should be got approved by the Engineer incharge before fixing as directed and including conveyance of all materials to site etc., Complete as per standard specification etc complete.
32mm G.I PIPE
32mm G.I Elbow
Sintex Nipple - 15mm GI
Ball Wall - 15mm
G.I Bend - 15mm
G.I Dummy - 15mm
CI Airvalve
HDPE PIPES - 50mm
40mm UPVC Pipe
Borewell Clamp
Bore Cap
Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following type of soils as directed by Departmental officers Sand, silt or other loose soil, wet sand or silt not under water light black cotton soil, sandy loam and ordinary soil.SS20B
Lowering HDPE pipes and specials to trench and laying to proper grade and alignment and as directed by the TWAD Officers
Towards Labour charges for refilling excavated earth for foundation sides and basement including all labour and all other charges etc., complete as per standard specification.
Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by TWAD Board Officers.
Dismantaling existing Damaged RCC including all labour charges etc. complete.
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86
Providing 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 requiremnents of IS standards. (No separate payment will be made by the Department for the excess usage of materials) - Footing, Plinth beam, Tie beam/Lintel, Ground Floor Roof beam, salbs, Sloped roof beam and slabs.30 V, VI (S5) VII & 13
Supply and fabrication and placing in position of TMT steel rods to required size and length as directed by the departmental officers including cost of binding wire, cutting, bending and tying with proper position etc., including cost and conveyance of all materials to site and all labour charges etc., complete Complying with Standard Specification as per TNDSS No.S5,86 & 86A,V,VI,(S3),(S6),VII
Supplying and fixing in position C.I.Manhole covers (light or heavy duty) of 60 X 60cm in size in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), of best approved quality and as per standard specifications etc.,complete.
Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm
Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m for fixing of meter board, switch board with MS door and lock and key arrangements including cost and construction of padestal for kiosk box and labour charges etc., Complete.
Supply and delivery of Single phase 20 LPM x 60 mtr Head Submersible pumpset of Motor ISI/ISO clear water vertical wet type submersible pump conforming to IS 8034/2002 with ISI marking without D.O.L pannel board as per standard specification and as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor suitable for operation in AC single phase 230V as per ISI Specifications including all cost and conveyance to site etc., Complete
SUPPLYING OF Single phase PANEL BOARD-STAR DELTA WITH TWO LEVEL GUARD as per IS specification
Supply and delivery of 2.5 sq.mm flat type PVC insulated 3core copper cable confirming to IS694/1990 with ISI Marking suitable for submersible pump set etc complete.
Supply and run of 2x1.5 sq.mm. (22 / 0.3 PVC insulated single core unsheathed copper conductor of 1100V on 7/20 GI bearer wire for service connection mains
Supply and Run of 2 x 1.5 sq.mm. (22 / 0.3) ) PVC insulated Sc unsheathed Cu.Conductor of 1100V grade in 25mm dia G.I pipe ("B"class) suitable bend at both ends with necessary angle iron up right and end supports for mains.)
I.S AND CO (BID ID -1271564)
K S Construction (BID ID -1271592)
Bidder Name
I.S AND CO
K S Construction
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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