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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-AOC | ₹3.7 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹3.7 LRejected-AOC | ₹3.7 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | M.Venkatachalam L1 | V. SUNDARAM L2 |
|---|---|---|---|---|---|
| 1.00 | Supplying and fixing in position of the following PVC / G.I pipes and specials best approved quality conforming to ISS and providing leak proof joint with PVC adhesive etc., complete complying with standard specification.
7.50 Hp Submersible motor 75 LPM x 225m Head | 1 | No | 75,040 ₹75,040 | 75,050 ₹75,050 |
| 2.00 | 7.50 Hp Pannel Board | 1 | No | 19,580 ₹19,580 | 19,600 ₹19,600 |
| 3.00 | 4.00 sqmm 3core copper cable | 100 | Rm | 194 ₹19,400 | 200 ₹20,000 |
| 4.00 | 63mm 6Ksc PVC Pipe | 200 | Rm | 99.5 ₹19,900 | 100 ₹20,000 |
| 5.00 | 50mm UPVC Pipe | 100 | Rm | 283 ₹28,300 | 290 ₹29,000 |
| 6.00 | 50mm G.I "B" Class pipe | 25 | Rm | 438 ₹10,950 | 450 ₹11,250 |
| 7.00 | 50mm G.I Heavy coupling | 2 | Nos | 143 ₹286 | 150 ₹300 |
| 8.00 | 50mm Gun Metal Gate Valve | 3 | Nos | 2,190 ₹6,570 | 2,200 ₹6,600 |
| 9.00 | 50mm Non Return Valve | 1 | No | 2,498 ₹2,498 | 2,500 ₹2,500 |
| 10.00 | 50mm G.I Union | 2 | Nos | 338 ₹676 | 350 ₹700 |
Tender Value
₹4.5 L
EMD Value
₹4,500
Closing Date
26 Nov 2025, 3:00 pmClosed
Commissioner Perundurai Municipality
Commissioner Perundurai Municipality
Providing Submercible Motor With Extention of Pipe Line at Ward No 13 Panickampalayam RR Park in Perundurai Municipality
2025_MAWS_623304_1
532/2025-06
Open Tender
Civil Works
60 days
Commissioner Perundurai Municipality
AS PER NORMS
2 documents required · 2 mandatory
₹0
₹4,500
Yes
2 Jun 2026
14 Nov 2025
26 Nov 2025
14 Nov 2025
26 Nov 2025
14 Nov 2025
14 Nov 2025 - 26 Nov 2025
7.50 Hp Pannel Board
4.00 sqmm 3core copper cable
63mm 6Ksc PVC Pipe
50mm UPVC Pipe
50mm G.I "B" Class pipe
50mm Non Return Valve
50mm G.I Union
50mm G.I Bend
50mm G.I Elbow
160mm PVC Borewell Dummy
Borewell pipe MS Clamp
5000 Litre Sintex Tank
Earthwork excavation in all soils and sub soils except hard rock not requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete as per standard specification. as per SS 20 B TNDSS NO: 23&24VI (S2), VII 9,10
Lowering 2" PVC rigid/ HDPE pipes and specials to trench and laying to proper grade and alignment jointing with PVC couplers with cement paste and testing to the required pressure including conveyance of water for filling during testing etc.,Complete
Refilling with excavated earth after laying the pipes into the trenches well rammed and compacted the surplus earth over the pipeline trench including leveling the site complete complying with standard specifications including all labour charges etc., Complete as per Standard Specifications.
Plain Cement Concrete of mix 1 : 4 : 8 (One Cement Four sand Eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification.as per the standard specifications. TNDSS NO: 28 V, VI (S2) V,VI (S5A) VII
Fly Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best Fly Bricks of size 9” x 4 3/8” x 23/4 “ from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
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 spaced 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 Crushed Stone Sand (M- 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 -
Plastering in Cement Mortor 1:5 Mix (one cement, five sand) 12mm thick including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Supply and run of 4 x 6 sq.mm.(56Nos/0.3mm.Dia) PVC insulated single core unsheathed copper conductor cable of 1100 V on 7/20 G.I. bearer wire for service connection mains (SD 68)
Supply and Run of 4 x 4 sq.mm(84/0.3) 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.SD-73)
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection 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 pumpset and trail run for 10 days.
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