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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.8 LAccepted-Finance | ₹12.8 L | 1 | Accepted-Finance QUOATED AMOUNT LESS |
| 2 | 2₹12.9 L+₹2,715.77 (0.21%)Rejected-Finance | ₹12.9 L+₹2,715.77 (0.21%) | 2 | Rejected-Finance QUOATED AMOUNT ABOVE |
| Sl No | Description | Qty | Unit | R SELLAKANNU L2 | VEE LIGHT L1 |
|---|---|---|---|---|---|
| 1.00 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth of 0 to 2m For foundation - | 32 | cum | 222 ₹7,104 | 220 ₹7,040 Lowest |
| 2.00 | Second depth of 2 to 3m For foundation - | 16 | cum | 235 ₹3,760 | 232 ₹3,712 Lowest |
| 3.00 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 1.6 | cum | 1,798 ₹2,876.8 | 1,797 ₹2,875.2 Lowest |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete | 3.2 | cum | 5,550 ₹17,760 | 5,549 ₹17,756.8 Lowest |
| 5.00 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. For items 1.5m to 4.5m below GL | 4.15 | cum | 9,160 ₹38,014 | 9,159 ₹38,009.85 Lowest |
| 6.00 | For items 0 to 1.50m below GL | 1.1 | cum | 9,160 ₹10,076 | 9,159 ₹10,074.9 Lowest |
| 7.00 | For items 0m to 4.5m above GL - column | 3.75 | cum | 9,300.5 ₹34,876.88 Lowest | 9,300.5 ₹34,876.88 Lowest |
| 8.00 | For items 4.51m to 7.32 m above column, haunches | 0.24 | cum | 9,578.5 ₹2,298.84 Lowest | 9,578.5 ₹2,298.84 Lowest |
| 9.00 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete PLANE SURFACES o-3.3m Below & above G.l | 19 | m2 | 1,086 ₹20,634 | 1,085.4 ₹20,622.6 Lowest |
| 10.00 | 3.30m to 4.3m | 5.2 | m2 | 1,123 ₹5,839.6 | 1,122 ₹5,834.4 Lowest |
Tender Value
₹15.3 L
EMD Value
₹15,300
Closing Date
3 Mar 2026, 3:00 pmClosed
Commissioner
Attur Municipality
Construction of 10000 Liter capacity SS OHT Tank 6.00 m stage at Ramalingavallalar Street in ward No 19 Attur Municipality
2026_MAWS_665139_2
2961/2025/E1
Open Tender
Civil Works - Others
Works
45 days
Attur
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹15,300
8 Apr 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B First depth of 0 to 2m For foundation - | 32 | cum | - | - |
| 2 | Second depth of 2 to 3m For foundation - | 16 | cum | 1 | ₹16 |
| 3 | Supplying and filling in foundation and basement with Crushed Stone Sand (M- Sand) in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 1.6 | cum | 2 | ₹3.2 |
| 4 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete | 3.2 | cum | 3 | ₹9.6 |
| 5 | Providing and laying in position Standardised Concrete Mix M-30 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement contenet of 400Kg/ cum and maximum water cement ratio of 0.45 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without imparing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of Crushed Stone sand (M- Sand) but excluding cost of reinforcement grill and fabricating charges centering and shuttering but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards. For items 1.5m to 4.5m below GL | 4.15 | cum | 4 | ₹16.6 |
| 6 | For items 0 to 1.50m below GL | 1.1 | cum | 5 | ₹5.5 |
| 7 | For items 0m to 4.5m above GL - column | 3.75 | cum | 6 | ₹22.5 |
| 8 | For items 4.51m to 7.32 m above column, haunches | 0.24 | cum | 7 | ₹1.68 |
| 9 | Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete PLANE SURFACES o-3.3m Below & above G.l | 19 | m2 | 8 | ₹152 |
| 10 | 3.30m to 4.3m | 5.2 | m2 | 9 | ₹46.8 |
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