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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 LAccepted-AOC | ₹5.5 L | L1 | Accepted-AOC accepted |
| 2 | L2₹5.5 LRejected-AOC | ₹5.5 L | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | SAGUNTHALA V L1 | Selva Construction L2 |
|---|---|---|---|---|---|
| 1.00Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murrams, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil -SS20B | |||||
| 1.01 | First depth of 2 m | 193.51 | M3 | 100.75 ₹19,496.13 | 102 ₹19,738.02 |
| 2.00 | Supply and filling the foundatiion and basement with clear M sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by , Officers. | 1.29 | M3 | 2,123 ₹2,734.42 | 2,125 ₹2,737 |
| 3.00 | P.C.C 1:4:8 (one cement, four sand and eight coarse aggregate) using S.R. cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the , Officers. | 17.79 | M3 | 5,946 ₹1.1 L | 5,950 ₹1.1 L |
| 4.00Brick Work in Cement Mortor 1:5 Mix (one cement, five M- Sand) using new best II Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” 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.(For 10 M3) | |||||
| 4.01 | Upto Basement | 10.34 | M3 | 6,337 ₹65,543.59 | 6,345 ₹65,626.34 |
| 5.00Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25 X 25 X 3mm for boarding laid over Silver Oak joists of size 10cm X 6.5cm spaced at 90cm c/c and supported by Casuarina Props 10cm - 13cm spaced at 75cm c/c etc., complete and as directed by , Officers.(Retrieved Materials should be taken back by the contractor.) | |||||
| 5.01 | Plane surface From 0m to 3.3 m | 6.92 | m2 | 974.5 ₹6,743.54 | 980 ₹6,781.60 |
| 6.00 | Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by Dept officers. | 25 | RM | 57.5 ₹1,437.50 | 59 ₹1,475 |
| 7.00 | Supply and fixing of PVC encapsulated CI steps ( 1 No at 30 cm interval ) in the manhole including cost and conveyance of all charges etc., complete as per standard specification | 21 | Nos | 460.5 ₹9,670.50 | 462 ₹9,702 |
Tender Value
₹5.6 L
EMD Value
₹5,600
Closing Date
4 Nov 2025, 3:00 pmClosed
The commissioner
The Commissioner, City Municipal Corporation, Kumbakonam.
Construction of ugd manhole and sewer line arrangements at ward 43 alagappan street mcsr street lane in kcmc
2025_MAWS_618752_1
868/2025/E2
Open Tender
Civil Works
90 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,600
Yes
5 Mar 2026
30 Oct 2025
4 Nov 2025
30 Oct 2025
4 Nov 2025
30 Oct 2025
stage.html
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tech_eval.pdf
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BOQ_739688.xls
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