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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC | ₹17.7 L | L1 | Accepted-AOC ACCEPT |
| 2 | L2₹18.2 L+₹51,670.25 (2.92%)Rejected-Finance CHINNAPPAMPATTI PO OMALUR TK SALEM DT | ₹18.2 L+₹51,670.25 (2.92%) | L2 | Rejected-Finance REJECT |
| Sl No | Description | Qty | Unit | MS Chinnakannu and Co L2 | C Ammasiammal L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
( DATA) | 34 | Cum | 210 ₹7,140 | 205 ₹6,970 Lowest |
| 2.00 | Supplying and filling in foundation and basement with filling M-sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. DATA | 8 | Cum | 1,650 ₹13,200 | 1,637 ₹13,096 Lowest |
| 3.00 | Supplying and filling in foundation and basement with Well Gravel in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification. | 25 | Cum | 270 ₹6,750 | 268 ₹6,700 Lowest |
| 4.00 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification | 7.5 | Cum | 5,300 ₹39,750 | 5,297 ₹39,727.5 Lowest |
| 5.00Supplying and erecting steel centering including necessary supports for plane surfaces for Reinforced Cement Concrete works such as column footings, column pedestals, plinth beams, grade beams, staircase steps, etc. which require only nominal strutting using mild steel sheets of size 90cm x 60cm and 10 BG stiffened with welded mild steel angles of size 25mm x 25mm x 3 mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm centre to centre or at suitable intervals etc. complete in all floors complying with standard specifcation. (Payment for centering shall be given after the concrete is laid) | |||||
| 5.10 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. | 36.35 | Sqm | 1,050 ₹38,167.5 | 1,023 ₹37,186.05 Lowest |
| 5.20 | For plane surfaces such as rectangular or square RCC columns, sunshades, top and bottom slab of RCC boxing, etc. | 143.5 | Sqm | 1,250 ₹1,79,375 | 1,227 ₹1,76,074.5 Lowest |
| 6.00M-20 CONCRETE - Providing and laying in position, standarised design mix M-20 Grade using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum cement content of 350Kg/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 (5.70 cu.m.)940.50Kg of 20mm machine crushed stone jelly and with about (2.80 cu.m.)462.00Kg of 10-12mm machine crushed jelly and with about (4.25 cu.m.)701.25Kg of 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 neccessary without clambing 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 requierments of IS 383-2016. (No separate payment will be made by the department for the exces usage of materials as per design mix.) (SI No 81) | |||||
| 6.10 | Foundation | 5 | Cum | 8,300 ₹41,500 | 8,290 ₹41,450 Lowest |
| 6.20 | Ground Floor | 18.5 | Cum | 8,700 ₹1,60,950 | 8,681 ₹1,60,598.5 Lowest |
Tender Value
₹18 L
EMD Value
₹18,000
Closing Date
27 Jun 2025, 3:00 pmClosed
COMMISSIONER ,EDANGANASALAI MUNICIPALITY
COMMISSIONER ,EDANGANASALAI MUNICIPALITY
Construction of New Anganwadi Building at ward no 09 E Kattur SF NO 285 18A in Edanganasalai Municipality
2025_MAWS_560327_1
664/2025/E1
Open Tender
Civil Works - Buildings
Works
180 days
Edanganasalai Municipal Wards
REFER TENDER NOTICE
2 documents required · 2 mandatory
₹0
₹18,000
21 Feb 2026
22 May 2025
27 Jun 2025
22 May 2025
27 Jun 2025
22 May 2025
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