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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Fee/PreQual/Technical/Finance | -14.99% | ₹8.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L1₹8.3 LAdmitted-Fee/PreQual/Technical/Finance NO 81 58 BAJANAI KOIL STREET KARADIKUPPAM VILLAGE SHOLINGHUR TALUK RANIPET DISTRICT 632 505 | SHOLINGHUR | RANIPET | TAMIL NADU | 632505 | -14.99% | ₹8.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L2₹8.9 L+₹58,737.29 (7.05%)Admitted-Fee/PreQual/Technical/Finance | -9.00% | ₹8.9 L+₹58,737.29 (7.05%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L3₹9.3 L+₹98,451.15 (11.8%)Admitted-Fee/PreQual/Technical/Finance 2 ANNANAGARMEDU IDUVAMPALAYAM ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | -4.95% | ₹9.3 L+₹98,451.15 (11.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹9.8 L
EMD Value
₹10,000
Closing Date
17 Sept 2026, 3:00 pmClosed
Executive Engineer,
O/o Executive Engineer, WRD, Kosasthalaiyar Basin Division, Thiruvallur
Reconstruction of Sluice and Repairs to Kunnathur Tank Bund in Kunnathur village in Tiruttani Taluk of Thiruvallur District
2026_WRD_700731_1
e-Tender Notice No.3 DB / 2026-27 / Dt.31.08.2026
Open Tender
Civil Works
Lump-sum
150 days
Thiruvallur
Satisfactorily completed for the Annual Maintenance Works and Special Repairs Works past three year
6 documents required · 6 mandatory
₹0
₹10,000
18 Sept 2026
3 Sept 2026
18 Sept 2026
3 Sept 2026
17 Sept 2026
3 Sept 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 | Clearing juliflora jungle without uprootings and disposing of the same etc., complete as directed by the Engineer in Change of works and as per the technical specifications | 2,730 | Square Metre | 7.95 | ₹21,703.5 |
| 2 | Earth work excavation for cut opening the tank bund with initial lead of 10 (ten) metres and initial lift of 2 (two) metres in hard stiff clay, stiff black cotton, soil, hard red earth, shales, murrams, gravel, stoney earth and earth mixed with small sized boulders and hard gravelly soil etc., complete as directed by the Engineer in charge of works and as per the technical specifications | 420 | Cubic Metre | 131.9 | ₹55,398 |
| 3 | Dismantling, clearing away and carefully stacking materials and with out disturb near by structure useful for resue for any thickness of brick or stone masonry in cement mortar walls under 3 (Three) metres high etc., complete as directed by the Engineer in charge of wor4ks and as per the technical specification. | 14 | Cubic Metre | 303 | ₹4,242 |
| 4 | Dismantling clearing away and carefully stacking the material useful for resue for any thickness of cut stone slab etc., complete as directed by the Engineer-in-charge of works and as per the technical specifications. | 1.8 | Cubic Metre | 548.8 | ₹987.84 |
| 5 | Dismantling, clearing away and carefully stacking materials and with out disturb near by structure useful for resue for any thickness of plain cement concrete etc., complete as directed by the Engineer in charge of wor4ks and as per the technical specification. | 4.6 | Cubic Metre | 520.2 | ₹2,392.92 |
| 6 | Earth work excavation for foundation in all soils inclusive of refilling the sides of foundation, shoring, strutting and bailingout water wherever necessary, well rammed, consolidated and depositing the surplus earth in places as shown by the departmental officers with an initial lead of 10 (Ten) metres and initial lift of 2 (Two) metres and clearing, leveling the site etc., complete as directed by the Engineer in charge of works and as per the technical specifications. | 12 | Cubic Metre | 235.3 | ₹2,823.6 |
| 7 | Providing and placing in position of Plain cement concrete of grade M 10 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 10 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications. | 12 | Cubic Metre | 6,453.4 | ₹77,440.8 |
| 8 | Providing and placing in position of Plain cement concrete of grade M 15 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 15 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications. | 21.6 | Cubic Metre | 6,769.5 | ₹1,46,221.2 |
| 9 | Providing and placing in position of Plain Cement Concrete M20 using hard blue granite broken stone jelly of 20 mm size mixing with mixer machine including the cost of bailing/pumping wherever necessary laying the concrete in layers of not exceeding 15 cm thick excluding form works, centring, shuttering and steel fabrications compacting, consolidation by using vibrators, finishing, watering, curing, etc complete complying with standard specifications and as directed by the departmental officers | 3.7 | Cubic Metre | 7,192.7 | ₹26,612.99 |
| 10 | Providing and placing in position of Reinforced cement concrete of grade M 20 with well graded aggregates and the nominal maximum size of coarse aggregate of 20mm to I.S specified grading and mixing in mechanically in approved mixer (to produce concrete of the specified characteristic strength of 20 N/mm2 at 28 days) including dewatering the placement site bailing/pumping and by diverting wherever necessary laying the concrete in layers of not exceeding 15cm thick compacting finishing the surface with all leads and lifts watering, curing complete so as to attain the profile and strength specified in the drawing etc., complete as directed by the Engineer in charge of works and as per the technical specifications. | 3.7 | Cubic Metre | 9,089.4 | ₹33,630.78 |
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