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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.9 LAccepted-AOC NO 93 KADAL THOTTAM VADAPALANI KUMARAPALAYAM POST NATHAKADAIYUR VIA ERODE 638 108 | ERODE | TAMIL NADU | 638108 | ₹99.9 L Quoted ₹1.0 Cr | L1 | Accepted-AOC Quoted Lowest Rate |
| 2 | L2₹1.0 CrRejected-AOC | ₹1.0 Cr | L2 | Rejected-AOC Rate quoted Higher than L1 |
| Sl No | Description | Qty | Unit | kadal constructions L1 | ARAM CONSTRUCTIONS L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work Open excavation by Mechanical Means for Open Earthwork 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. | 420 | m3 | 199 ₹83,580 | 202 ₹84,840 |
| 2.00 | Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 22 | m3 | 1,811 ₹39,842 | 1,847 ₹40,634 |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten 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 mechanical means | 14.5 | m3 | 5,344 ₹77,488 | 5,450 ₹79,025 |
| 4.00Supplying and erecting centering for plane surfaces such as RCC Floor Slab, Roof Slab, Loft, Landing Slabs, etc with necessary supports and strutting above 3.60m upto .90m height in all floors with all cross bracings using MS Sheets made of 10 gauge thick welded with MS angle of Size 25mm x 25mm x 3mm for boarding laid over steel adjustable span of size 2m x 2m (expandable upto 3.60m) and supported by Steel Adjustable Telescopic Props of Size 2.40m x 3.00m (expandable upto 4.90m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick) with Cross bracings provided at two levels at a spacing of 1.80m ,etc complete complying with standard specifications. Steel adjustable span and Steel Adjustable telescopic props shall be provided as directed by the departmental Officers (Payment for centering shall be given after the concrete is laid). | |||||
| 4.01 | For planin surfaces such as rcc floor slab, roof slab , beams and waist slab etc,. | 198 | m2 | 938 ₹1.9 L | 957 ₹1.9 L |
| 5.00 | Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as vertical slab, side slabs of boxing, vertical drops, facia, vertical wall, etc. using mild steel sheets of size 1200cm x 60cm and 10 BG stiffened with welded mild steel angles of size 40mm x 40mm x 5 mm for boarding, laid with silver oak joists of size 10cm x 5cm & 7.5cm x 5cm as support runner, Top Horizontal stiffener spaced at about 60cm to 90cm centre to centre or at suitable intervals. MS Channel Section (ISMC 100) shall be provided as a vertical upport @1.20m C/C and with Lateral support of Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) & steel pipes of 20mm dia @ required level/spacing etc. complete complying with standard specifcation and as directed by the departmental officers. (Payment for centering shall be given after the concrete is laid) | 380 | m2 | 576 ₹2.2 L | 587 ₹2.2 L |
| 6.00Providing and laying in position, standardised concrete Mix M-20 Grade in accordance with IS 456 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 325 kg/m3 and maximum water cement ratio of 0.55, including admixture (plasticiser / super plasticiser) in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability with about (5 cu.m.) 7730 kg. of 20mm machine crushed stone jelly and with about (3.3 cu.m.) 5156 kg. of 10-12mm machine crushed stone jelly and with about (4.79 cu.m) 7670 kg. of crushed stone sand, but excluding cost of reinforcement grill and fabricating charges, centering and shuttering and also 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, 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 requirements of IS standards. | |||||
| 6.01 | In Foundation and Basement | 137 | m3 | 8,600 ₹11.8 L | 8,772 ₹12.0 L |
| 6.02 | In Ground Floor | 10 | m3 | 814 ₹8,140 | 830 ₹8,300 |
| 7.00 | Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specification. | 139.5 | Qtl | 9,600 ₹13.4 L | 9,792 ₹13.7 L |
Tender Value
₹99.9 L
EMD Value
₹60,000
Closing Date
10 Nov 2025, 3:00 pmClosed
Superintending Engineer PWD Buildings Sivagangai
Superintending Engineer PWD Buildings C M Circle Sivagangai 630562
Providing Sewage Treatment Plant STP 100 KLD and Effluent Treatment Plant ETP 10KLD for the work of Construction of 50 bedded Critical Care block and MCH wing in Government Hospital at Sivakasi in Virudhunagar District
2025_PWD_616769_1
27 SE Buildings C M Circle Sivagangai 2025 2026 dt 14 10 2025 1
Open Tender
Civil Works - Buildings
150 days
Government Hospital at Sivakasi in Virudhunagar D
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹60,000
27 Jan 2026
25 Oct 2025
11 Nov 2025
25 Oct 2025
10 Nov 2025
25 Oct 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
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