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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹1.3 Cr | L1 | Accepted-AOC Lowest Quatation |
| 2 | L2₹1.3 Cr+₹2.0 L (1.51%)Rejected-Finance | ₹1.3 Cr+₹2.0 L (1.51%) | L2 | Rejected-Finance Highest uatation |
| Sl No | Description | Qty | Unit | A.G.Iyappan L2 | RamgayathiriConstructions L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and deposting on bank within an intial lead of 10m and following lift and classification of soils For 1st depth of 0m to 2m | 586.27 | m3 | 265 ₹1,55,361.55 | 263 ₹1,54,189.01 Lowest |
| 2.00 | Second depth above 2.00m | 23.32 | m3 | 278 ₹6,482.96 | 275 ₹6,413 Lowest |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD board officers. | 8.74 | m3 | 680 ₹5,943.2 | 677 ₹5,916.98 Lowest |
| 4.00 | Plain cement concrete 1:4:8 using 40mm hard broken graniite metal for levelling course including cost packing, ramming, consolidation, curing etc. complete for footings (1.5m to 4.5m below GL) | 35.1 | m3 | 6,220 ₹2,18,322 | 6,214 ₹2,18,111.4 Lowest |
| 5.00 | RCC M 30 design mix for the following items excluding the cost Beyond 1.5m below GL | 93.94 | m3 | 9,116 ₹8,56,357.04 | 9,112 ₹8,55,981.28 Lowest |
| 6.00 | upto 1.5m below GL | 11.85 | m3 | 9,252 ₹1,09,636.2 | 9,248 ₹1,09,588.8 Lowest |
| 7.00 | upto 4.50m ht above GL | 17.43 | m3 | 9,382 ₹1,63,528.26 | 9,378 ₹1,63,458.54 Lowest |
| 8.00 | From 4.50m to 7.32m ht from GL | 12.95 | m3 | 9,515 ₹1,23,219.25 | 9,508 ₹1,23,128.6 Lowest |
| 9.00 | From 7.32m to 10.98m ht from GL | 17.64 | m3 | 9,642 ₹1,70,084.88 | 9,638 ₹1,70,014.32 Lowest |
| 10.00 | From 10.98m to 14.64m ht from GL | 17.26 | m3 | 9,772 ₹1,68,664.72 | 9,768 ₹1,68,595.68 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹1.6 L
Closing Date
23 Jan 2026, 3:00 pmClosed
Executive Officer
Executive Officer Killai TP
Providing pumping main 4km 4 nos and service reservoir 5 nos and bore well 10 nos in killai town panchayat
2026_DTP_643913_1
182/2025/A1
Open Tender
Civil Works
Works
180 days
Killai TP
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.6 L
Yes
5 Mar 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
23 Jan 2026
14 Jan 2026
Earth work excavation and deposting on bank within an intial lead of 10m and following lift and classification of soils For 1st depth of 0m to 2m
Second depth above 2.00m
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD board officers.
Plain cement concrete 1:4:8 using 40mm hard broken graniite metal for levelling course including cost packing, ramming, consolidation, curing etc. complete for footings (1.5m to 4.5m below GL)
RCC M 30 design mix for the following items excluding the cost Beyond 1.5m below GL
upto 1.5m below GL
upto 4.50m ht above GL
From 4.50m to 7.32m ht from GL
From 7.32m to 10.98m ht from GL
From 10.98m to 14.64m ht from GL
From 14.64m to 18.30m
From 18.3m to 21.96m
Roof beam
Suppling and providing PVC water bar 150mm wide with single bulb run through the central circumference of the sidewall in betwwen vertical rods, closing with sufficient lap (minimum 0.30m) such a way that half the width left to hold the consecutive Haunch level-1, (b) Sidewall 2 lifts-2
Square Column Column 0m to 3.3m ht above GL and below GL
Column above 3.3m to 4.3m ht from GL
Column above 4.3m to 5.3m ht from GL
Column above 5.3m to 6.3m ht from GL
Column above 6.3m to 7.3m ht from GL
Column above 7.3m to 8.3m ht from GL
Column above 8.3m to 9.3m ht from GL
Column above 9.3m to 10.3m ht from GL
Column above 10.3m to 11.3m ht from GL
Column above 11.3m to 12.3m ht from GL
Column above 12.3m to 13.3m ht from GL
Column above 13.3m to 14.3m ht from GL
Column above 14.3m to 15.3m ht from GL
Column above 15.3m to 16.3m ht from GL
Plain Surface Below GL upto 3.3m above GL
0m to 3.3m ht from floor level
3.3m to 4.3m ht from GL
7.3m to 8.3m ht from GL
8.3m to 9.3m ht from GL
11.3m to 12.3m ht from GL
15.3m to 16.3m ht from GL
Circular column Column 0m to 3.3m ht above GL and below GL
Column 3.3m to 4.3m ht above GL
Column 4.3m to 5.3m ht above GL
Column 5.3m to 6.3m ht above GL
Column 6.3m to 7.3m ht above GL
Column 7.3m to 8.3m ht above GL
Column 8.3m to 9.3m ht above GL
Column 9.3m to 10.3m ht above GL
Column 10.3m to 11.3m ht above GL
Column 11.3m to 12.3m ht above GL
Column 12.3m to 13.3m ht above GL
Column 13.3m to 14.3m ht above GL
Column 14.3m to 15.3m ht above GL
Curved surface 15.3 to 16.3m ht above GL
From 0 to 3.3m from floor level
Supply, fabrication, placing in position of steel rods cutting, tying etc., complete including cost of reinforcements
Painting two coats to exposed surface of OHT using cement paint
Providing and fixing of RCC 1:1.5:3 20mm inner access lader
Laying of DI pipe including all charges etc
Joining of DI pipe including all charges etc
Testing of Joining and Fixing of DI pipe 100mm dia including all charges etc.
Suppling and Fixing of cutstones set in CM 1:3 below the inlet pipe
Cost and supply mand fixing of MS Grill work including cost of all materials to work site and all labour charges etc complete
Providing RCC inside ladder as per approved design
Providing RCC spiral staircase as per approved design
Providing RCC hand rail of 1.2m ht around the top of the roof slab
Supply, delivery and fixing in position of manhole cover (heavy duty) of size 0.60m x 0.60 m etc
Providing ventilating arrangements over roof slab and roof dome of S.R
Supply, delivery and fixing in position of water level indicator with float of approved pattern for inner and outer compartments including cost of materials etc.,
Supply, delivery and fixing of pipes for OHT connetions including civil works 10mm CI pipe for inlet, outlet, overflow and 80mm CI pipe for scour
Bore wells - 10 nos Towards conducting the geophysical survey test including cost and conveyance of material and labour charges etc
upto 60m depth ending below GL
200mm pvc (without slot) casing pipe 13mm wall thick
200mm pvc (with slot) casing pipe 13mm wall thick
200mmm pvc end cap
Labour charges for inserting pvc casing pipes assembly
Supply and delivery of 3 phase panel board star delta with two level guard and auto start suiitable for 15 to 25 hp pumpset including all charges etc complete as per sandard specification
Supply and delivery of 80mm dia upvc pipes and specials including cost and conveyance of all materials and all lobour charges etc complete as per isi specification
Supply and delivery of 200x30m centrifugal motar with pumpset, 3" delivery 200lpm including cost and all materials and all labour charges etc
Labour charges for the 200x30m centrifugal motor in bore well
Supply and fixing of tneb meter board sutable for 3 phase 63a service connection made up of suitable angle iron frame work
Earthing as per the isi specification with an earth electrode of 2.10m class B GI pipe of dia not less 40mm with copper earth plate
supply and fixing of 100 amps tpn switch with hrc fuses sheet steel double break etc
Earth work excavation in all classes of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murran, ordinary earth mis 50% fair sixed boulders etc.
towards supply and delivery of 90mm dia pvc pipe 6kg includinh all labour etc.
Towards testing harges of 90mm dia hdpe pn 10 including cost of all materials to work site
Towards labour charges for laying and jointing of 90mm dia pvc 6kg and specials including all charges for hiring and transorting etc.,
Towarsds cost specials with labour charges for jointing of hdpe pn 10 and including cost of all charges etc.,
Refilling in basement with excavated earth in layers of not more than 15cm thick well rammed and consolidated etc.,
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