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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAccepted-AOC NEAR SADHURAM SCHOOL RAGHUNATHGANJ KATNI MADHYA PRADESH 483501 | KATNI | MADHYA PRADESH | 483501 | L1 | Accepted-AOC Lowest Amount Quoted | |
| 2 | L2₹8.2 L+₹5,654.20 (0.69%)Rejected-AOC | L2 | Rejected-AOC Highest Amount Quoted |
Tender Value
₹9.8 L
EMD Value
₹9,750
Closing Date
9 Feb 2024, 3:00 pmClosed
Executive Officer, Arasiramani Town Panchayat
Town Panchayat Office, Arasiramani, Kullampatti (PO). Arasiramani-637101
Providing Protection Grill cover for Existing open well at ward No.1 Mettupalayam Community Toilet Near, Ward No.1 Kumarankadu Arunthathiyar Street, Ward no.3 kunchampalayam, Ward No.4 Periyamariyamman kovil, Ward No.4 Velivasal Street, Ward No.5 etc
2024_DTP_418668_1
23/2024-1
Open Tender
Civil Works
Works
90 days
Arasiramani Town Panchayat Limit
Refer Tender Notice
1 document required · 1 mandatory
₹0
₹9,750
Yes
27 Feb 2024
3 Feb 2024
9 Feb 2024
3 Feb 2024
9 Feb 2024
3 Feb 2024
Amount
Supplying and fabrication of M.S. Grill using " L "ANGLES of approved design for truss using necessary mild steel flats for inner and outer members which should be fixed to "truss" inclusive of priming coat of best approved quality red oxide primer etc., complete complying with standard specifications.
Supplying and Fixing in position best approved of quality Weld mesh of Size 7.50 x 5.00 cm of 10 Gauge with one coat of Red oxide Primer including all costs such as welding, grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification. including phosphating as per ISI with rust preventive primer & ready to assemble condition for easy installation at site including dismantling making necessary with power drill to the accessories such as supplying and fixing holdfasts, plastic bush inserts receiver runner bottom shock absorbers etc. and Steel Door Complete as Directed by the Departmental Officer.
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
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.
PVC ITEMS FINOLEX, 63mm, 4KSC
PVC ITEMS FINOLEX, 90mm, 4KSC
PVC ITEMS FINOLEX, 110mm, 4KSC
PVC ITEMS FINOLEX, 63mm, 4KSC
PVC ITEMS FINOLEX, 50mm, 4KSC
PVC End Cap, 110mm
PVC End Cap, 90mm
PVC End Cap, 63mm
PVC End Cap, 50mm
40mm UPVC PIPE
32mm G.I PIPE
32mm G.I Elbow
Sintex Nipple - 20mm GI
Ball Wall - 20mm GI
G.I Bend - 20mm GI Bend
G.I Dummy - 20mm GI
Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
PVC ITEMS FINOLEX, 63mm, 4KSC
PVC ITEMS FINOLEX, 90mm, 4KSC
PVC ITEMS FINOLEX, 110mm, 4KSC
PVC ITEMS FINOLEX, 63mm, 4KSC
PVC ITEMS FINOLEX, 50mm, 4KSC
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.
Construction of Pedestal for HDPE Tank with Earth Work for pedestal foundation of 0.30M Depth and PCC 1:4:8mix with 40mm HBG metal with 0.30M 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.
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.,
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.)
Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- Sand and four Part of aggrigate) using 20mm size ISS HBG metal machine crushed 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 as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Plain Cement Concrete 1:4:8 Mix (one Part of cement, four Part of M- Sand and Eight Part of aggrigate) using 40 mm size ISS HBG metal 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 as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper 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.
V.V.AND CO
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