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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.2 L+₹42,623.52 (8.84%)Admitted-Fee/PreQual/Technical/Finance | ₹5.2 L+₹42,623.52 (8.84%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.3 L+₹47,871.49 (9.93%)Admitted-Fee/PreQual/Technical/Finance | ₹5.3 L+₹47,871.49 (9.93%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | mitesh construction L3 | SAGUNTHALA V L1 | ab builders L2 |
|---|---|---|---|---|---|---|
| 1.00Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete. | ||||||
| 1.01 | Hire charges for Diesel Pump set for 5 HP | 24 | Hrs | 358 ₹8,592 | 230 ₹5,520 Lowest | 354.45 ₹8,506.8 |
| 2.00 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). - 1 M3 | 15 | M3 | 261.09 ₹3,915.83 | 160 ₹2,399.68 Lowest | 258.5 ₹3,876.98 |
| 3.00 | 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 | M3 | 2,403.85 ₹2,413.47 | 2,200 ₹2,208.8 Lowest | 2,380.05 ₹2,389.57 |
| 4.00 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 1 | M3 | 6,329.06 ₹6,354.38 | 5,600 ₹5,622.4 Lowest | 6,266.4 ₹6,291.47 |
| 5.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 86.5 | M2 | 703.62 ₹60,863.13 | 600 ₹51,900 Lowest | 696.65 ₹60,260.22 |
| 6.00 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 6.34 | M3 | 7,649.44 ₹48,497.45 | 7,100 ₹45,014 Lowest | 7,573.7 ₹48,017.26 |
| 7.00Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty | ||||||
| 7.01 | 250mm | 3 | Nos | 50,319 ₹1,50,957 | 45,000 ₹1,35,000 Lowest | 49,821.2 ₹1,49,463.6 |
| 7.02 | 200mm | 1 | No | 34,984.38 ₹34,984.38 | 32,000 ₹32,000 Lowest | 34,638.1 ₹34,638.1 |
Tender Value
₹6.5 L
EMD Value
₹6,500
Closing Date
27 Aug 2026, 3:00 pmClosed
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
COMMISSIONER KUMBAKONAM CITY MUNICIPAL CORPORATION
Construction of Valve Pit fixing of Valves and gate In Kumbakonam City Municipal Corporation
2026_MAWS_691826_1
4636/2026/E2
Open Tender
Civil Works
Item Rate
180 days
kumbakonam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹6,500
Yes
27 Aug 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Dewatering using 3HP to 70HP diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete. | |||||
| 1.01 | Hire charges for Diesel Pump set for 5 HP | 24 | Hrs | - | - |
| 2 | Earthwork excavation for foundation in all soils and sub soils in hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders and to full depth as may be directed,except in hard rock,requiring blasting including shoring and shuttering and bailing out of water wherever necessary,refilling the sides of foundation with excavated earth or sand in layer of not more than 15cm thick.well rammed and consolidated and depositing on bank with initial lead and lift of 10m & initial lift of 2m and depositing the surplusr earth within the compound in places shown by the departmental officers with iniital lead and lifts,clearing and levelling the site etc., complete as per SS20B and as directed by departmental Engineers(TNBP No.17,23,24). - 1 M3 | 15 | M3 | - | - |
| 3 | 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 | M3 | - | - |
| 4 | Cement Concrete 1:4:8 (One Cement, Four crushed stone sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 1 | M3 | - | - |
| 5 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, Sill slabs etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner , vertical stiffener, side support and Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid). | 86.5 | M2 | - | - |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | 6.34 | M3 | - | - |
| 7Supply and delivery of DI D/F Gate (sluice) valves (soft seated) resilient seated soft sealing Gate Valves (Sluice Valves) with body Bonnet of Ductile cast iron of Grade GGG 40 or GGG 50, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 O- Ring protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 14846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 and with 5 years warranty | |||||
| 7.01 | 250mm | 3 | Nos | - | - |
| 7.02 | 200mm | 1 | No | - | - |
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