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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.9 LAccepted-AOC | ₹14.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹14.9 LRejected-AOC | ₹14.9 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | S Nithyanandham L2 | LOKESH L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B First depth of 2.00m | 118.9 | cum | 263.78 ₹31,363.44 | 263.78 ₹31,363.44 |
| 2.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B sencond depth of 1.25m | 68.96 | cum | 263.78 ₹18,190.27 | 263.78 ₹18,190.27 |
| 3.00 | Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification. | 8.92 | cum | 1,760.6 ₹15,704.55 | 1,600 ₹14,272 |
| 4.00 | Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 8.92 | cum | 5,348.11 ₹47,705.14 | 5,348.11 ₹47,705.14 |
| 5.00 | Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum. | 40.78 | cum | 9,233.74 ₹3.8 L | 9,233.74 ₹3.8 L |
| 6.00 | Supply and fabrication of steel including cost and conveyance and labour charges etc complete. | 3.42 | MT | 91,865.86 ₹3.1 L | 91,865.86 ₹3.1 L |
| 7.00 | Supplying and erecting shettering inulding necessary supports plane plane surface | 40.65 | sqm | 1,095 ₹44,511.75 | 1,095 ₹44,511.75 |
| 8.00 | curved surface | 140.83 | sqm | 1,642.5 ₹2.3 L | 1,642.5 ₹2.3 L |
| 9.00 | clrcular surface | 1.38 | sqm | 2,628 ₹3,626.64 | 2,628 ₹3,626.64 |
| 10.00 | Supply and fixing of CI manhold cover frame of size 0.60 x 0.60m with locking arra geme ts as directed by the officers the manhold frame and cover shold be confirming to IS 17626/1974 | 1 | sqm | 2,500 ₹2,500 | 2,500 ₹2,500 |
Tender Value
Refer Docs
EMD Value
₹15,000
Closing Date
31 Dec 2025, 10:00 amClosed
The Panchayat President,V.c.Mottur
The Panchayat office,V.c.Mottur
Construction of 1.00 lakh liters capacity sump and pvc pipe line work at VCMottur H/O VCMottur Panchayat
2025_RDTN_637340_1
A7/3653/2025
Open Tender
Civil Works
30 days
The Panchayat Office, V.c mottur
Please refer Tender documents.
1 document required · 1 mandatory
₹0
₹15,000
8 Jan 2026
30 Dec 2025
31 Dec 2025
30 Dec 2025
31 Dec 2025
30 Dec 2025
Amount
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B First depth of 2.00m
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B sencond depth of 1.25m
Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with Standard specification.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supply and fabrication of steel including cost and conveyance and labour charges etc complete.
Supplying and erecting shettering inulding necessary supports plane plane surface
curved surface
clrcular surface
Supply and fixing of CI manhold cover frame of size 0.60 x 0.60m with locking arra geme ts as directed by the officers the manhold frame and cover shold be confirming to IS 17626/1974
Suplly and fixing of AC ventilaters with wire mesh invulding cost and labour charges etc complete.
supply and fixing of AC RCC ladder inside the sump
Pinting two soats using emulsion paint including cost and conveyance and lober charges etc complete
Supply and delivery of horizontal wet type submersible pump set cabale of discharging 250 lpm x 125m head suitable for errection in the well of any die eith stainless steel shaft broze impeller and stainer with a basrss screw water lubricated bearins
Supply and fixing of 10HP panel board 3phase
Supply and dellivery of Gi pipe and specials as per relvent IS specification for bore well listed below inserting Gi pipe well cement patchup etc.,65mm dia Gi pipe
65mm dia GI coupling
65mm dia GI bend
65mm dia Gi flange set
65mm dia Gi clamp set
65mm dia GM non retrun vlave
65mm dia Gi tee
80mm x 65mm dia Gi reducer
90mm dia PVC threaded coupler.
MS bolt and unt
cost and supply of 90mm dia PVC pipe 6ksc
Labour charges for erection of subersible pump set in the sump including fixing and jointing the submersible cable with prper clampe up to the starter to the erquired clamps up to the s
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B
Laying of PVC pipe 90mm 6ksc
Refilling with excavated earth after laying the pipe line
S Nithyanandham (BID ID -1550387)
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