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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.4 LAccepted-Finance | ₹24.4 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹25.0 L+₹63,478.72 (2.61%)Accepted-Finance | ₹25.0 L+₹63,478.72 (2.61%) | L2 | Accepted-Finance SECOND LOWEST |
| 3 | L3₹28.4 L+₹4.0 L (16.4%)Accepted-Finance 3 465 NEAR HR SCHOOL MELAPALAPATTI SENGAPALLI MOHANUR NAMAKKAL 637017 | NAMAKKAL | TAMIL NADU | 637017 | ₹28.4 L+₹4.0 L (16.4%) | L3 | Accepted-Finance THIRD LOWEST |
| 4 | L4₹29.4 L+₹5.1 L (20.7%)Accepted-Finance NO 5 2 28B RAMAN NAGAR SALEM MAIN ROAD METTUR DAM SALEM DISTRICT 636 403 | SALEM | TAMIL NADU | 636403 | ₹29.4 L+₹5.1 L (20.7%) | L4 | Accepted-Finance FOURTH LOWEST |
| 5 | L5₹30.1 L+₹5.8 L (23.7%)Accepted-Finance | ₹30.1 L+₹5.8 L (23.7%) | L5 | Accepted-Finance HIGHEST BIDDER |
Tender Value
₹35.5 L
EMD Value
₹27,800
Closing Date
18 Aug 2026, 3:00 pmClosed
Executive Engineer PWD Namakkal
Executive Engineer, PWD., Buildings C and M Division, Namakkal
Finishing the Front Elevation , Connecting Existing Sewer lines to STP and ETP , STP and ETP Online monitoring arrangements to Construction of 50 Bedded Critical Care Block in Government Hospital at Paramathi Velur in Namakkal District
2026_PWD_689619_1
NIT02/NKL/2026-27
Open Tender
Civil Works
Percentage
GH Paramathi
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹27,800
20 Aug 2026
31 Jul 2026
18 Aug 2026
31 Jul 2026
18 Aug 2026
31 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Supplying and fixing M.S.Grill for opening corridor side ladder, Entrance Gate and Name board angles 'etc., using necessary M.S. flats for inner member and outer members which should be fixed as directed by the departmental officers inclusive cost of providing one coat of best quality red oxide primer.The design of M.S.Grill should be got approved from departmental 'officers before use on work.s directed by the departmental officer | 1,255 | Kg | 107.85 | ₹1,35,351.75 |
| 2Supplying, laying and jointing UPVC pipes of Class 6 (having working pressure of 12.50kg/sq.cm) conforming to IS 4985- 2000 of approved quality and best variety conforming to BIS of the following dia including cutting and fixing UPVC specials using UPVC adhesives (but excluding cost of such specials) in accordance with IS 7634-3 (2003) and fixing into wall with teak wood plugs, PVC clamps and screws making holes on the wall (or) drilling holes in the roof and making good the dismantled portion to original condition with necessary brick work / cement concrete and plastering neatly wherever necessary with necessary scaffolding charges upto 4 metre height above ground level, etc., complete complying with standard specifications. The PVC pipes shall be got approved by Executive Engineer before use on works - External water supply - Below ground level. | |||||
| 2.01 | 40 mm dia pipe | 225 | Rm | 356.45 | ₹80,201.25 |
| 3 | Earth work excavation for foundation by Mechanical means for Isolated & Combined Footing etc in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 100 mts and clearing and levelling including dressing of sides and raming of bottoms etc., complete complying with standard specification and as directed by the departmental officers.- Upto 2.40m Footing Depth. | 48 | M3 | 363.2 | ₹17,433.6 |
| 4 | Construction of INSPECTION CHAMBER following clear sizes including earth work excavation, CC 1:5:10 of 10 cm thick and brick work in Cement Mortar 1:5 [One cement and Five sand] using best quality of Clay burnt Bricks of size 9” x 43/8” x 23/4” with Class designation of 7.5 and Plastering with Cement Mortar 1:3 [One Cement and Three Plastering Sand] 12 mm thick to inner and outer sides and wearing coat 1:3:6 [One Cement, Three crushed stone sand and Six Aggregate] 15 cm thick and covered with precast slab 5 cm thick etc., complete complying as directed by the departmental officers as per standard specification. CLEAR SIZE 0.60 X 0.60 | 7 | Nos | 6,338.45 | ₹44,369.15 |
| 5 | SUPPLY AND INSTALLATION OF BAR SCREEN; SS MAKE-0.6M*0.6M *0.6M with 1 inch X 1 inch opening. With PVC ropes and retrieving arrangements. This has to be installed in bar screen chamber. The rate inclusive of cost of all materials, labour charges, transportation as applicable and supply to worksite etc., complete and as directed by the departmental officers.The make and brand should be got approved by the Executive Engineer before use on works. | 7 | Nos | 32,000 | ₹2,24,000 |
| 6 | Supplying and fixing in position SFRC manhole covers of size 90cm x 90cm of best approved quality as per standard specification etc., complete compying with standard specifications | 5 | Nos | 3,244 | ₹16,220 |
| 7 | Supply and laying of 4 core 10 sq.mm armoured copper cable for power wiring to the Terrace Pump Motor with runs of 14 SWG TC wire for earthing, providing in wall with suitable size GI Clamps, screws, wooden plug, end termination by using suitable size cable glands, copper sockets and etc., as directed by the Departmental Officers. | 25 | Rm | 646.8 | ₹16,170 |
| 8 | Supply and installation of Submersible Non Clog Raw Sewage pump 2Hp 10M3/Hour. The rate inclusive of cost of all materials, labour charges, transportation as applicable and supply to work site etc., complete and as directed by the departmental officers.The make and brand should be got approved by the Executive Engineer before use on works. | 2 | Nos | 62,000 | ₹1,24,000 |
| 9Supplying UPVC Specials (with working pressure 10 kg. / sq.cm.) in water supply arrangements (both in internal and external water supply arrangements | |||||
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