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Tender Value
Refer Docs
EMD Value
₹9,800
Closing Date
24 Jun 2026, 3:00 pm
Executive Engineer
O/O The Executive Engineer , WRD , River Conservancy Division, Trichy
Reconstruction of Neppi Tank head sluice in Rayamundanpatti Village of Budalur Taluk in Thanjavur District.
2026_WRD_679980_1
05/2026-2027/RCDTrichy
Limited
Civil Works
Rayamundanpatti
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹9,800
9 Jun 2026
9 Jun 2026
25 Jun 2026
9 Jun 2026
24 Jun 2026
9 Jun 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling, clearing away and carefully stacking material and without disturbing nearby structure useful for reuse for any thickness of brick or stone masonry in Cement Mortar walls under 3 (Three) meters high etc, complete as directed by the Engineer in charge of works and as per the technical specifications. | 16.64 | cum | 302.96 | ₹5,041.25 | 1 |
| 2 | Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m and for required additional lift and bailing out of water in sand, silt other loose soil wet sand or silt not under water light black cotton soil sandy loam of ordinary soil including Sand and Silt Under Water (SS20B) (Open Excavation)- For Foundation | 38.66 | cum | 88.1 | ₹3,405.95 | 2 |
| 3 | HBG SS.20.B. Earth work excavating and depositing on bank with initial lead of 10m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS20B (HARD SOIL) | 73 | cum | 131.89 | ₹9,627.97 | 3 |
| 4 | Refilling with excavated earth (other than sand) complying with the standard specification for filling in foundation and basement etc., complete complying with standard specification andas directed by thedepartmental Engineers including watering consolidation by hand roller. | 24.33 | cum | 45.85 | ₹1,115.53 | 4 |
| 5 | Supplying and filling the M.Sand including the cost and conveyance of materials, watering, compacting etc. complete complying with standard specifications and as directed by the Engineer in Charge of the works. | 10.56 | cum | 2,092.45 | ₹22,096.27 | 5 |
| 6 | Providing and placing Plain Cement Concrete M 10 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40 mm and down graded to I.S specified grade and mixing the ingredients in approved mixer including dewatering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, water curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strengh specified in the approved drawing and specifications, and including the cost component of providing rigid and smooth centering and shuttering and scaffolding wherever necessary for various depth below and heights above ground level as per the direction of the engineer in charge of works and complying with technical specifications. | 5.3 | cum | 6,081.33 | ₹32,231.05 | 6 |
| 7Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) | ||||||
| 7.01 | Below Ground level (without strutting) | 41.12 | sqm | 982 | ₹40,379.84 | 8 |
| 7.02 | Above Ground level | 54.09 | sqm | 1,089.1 | ₹58,909.42 | 9 |
| 8Providing and placing Plain Cement concrete M15 grade using crusher broken hard granite course aggregate (well graded) of nominal maximum size of 40 mm 60% and 20mm 40% to I.S specified grading to achieve the specified characteristic strength of 15N/mm2 in 28 days) and mixing the ingredients in approved mixer placing in layers and vibrating .water curing .finishing the surface with all leads and lifts etc complete in all respects so as to attain the profile strength specified in the approved drawing and specifications as per the direction of the engineer incharge of works and complying with technical specifications. | ||||||
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