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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.0 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 3 | Rejected-Technical 73 MANNATHAN VEETHI VELLIYAMPALAYAM ANDHIYUR TALUK ERODE DISTRICT | ERODE | TAMIL NADU | 638001 | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | SRI ANGALAMMAN CONSTRUCTIONS L1 |
|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with initial lead of 10 m & 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 SS.20B (ScH.No.62) (P.No.22) | 60 | M3 | 224 ₹13,440 Lowest |
| 2.00 | Refilling the excavated earth including watering and consolidation layer by layer with all incidental charges etc complete | 43 | M3 | 39 ₹1,677 Lowest |
| 3.00 | 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 | 22 | M3 | 4,736 ₹1,04,192 Lowest |
| 4.00 | Centering with Steel Plates including strutting,lining and levelling etc complete
a)For Plinth Beams and footings sides | 37 | M2 | 416 ₹15,392 Lowest |
| 5.00 | b)Columns | 14 | M2 | 1,107 ₹15,498 Lowest |
| 6.00 | c)Beams,Roof | 418 | M2 | 831 ₹3,47,358 Lowest |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 - | 62.41 | M3 | 7,369 ₹4,59,899.29 Lowest |
| 8.00 | Supply and fabrication of RTS rods in various dia including cutting and bending etc | 6,241.38 | Qtl | 78 ₹4,86,827.64 Lowest |
| 9.00 | FLY ASH Brick work in cement mortar 1:5 mix (one cement five sand) using II class table molded bricks chamber burnt bricks of size 9" X 4 1/2" X 3" for the following including curing etc., completed. | 103 | M3 | 6,385 ₹6,57,655 Lowest |
| 10.00 | Filling with Well Gravel including watering and consolidation layer by layer with all incidental charges etc complete | 190 | M3 | 39 ₹7,410 Lowest |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
15 Sept 2026, 3:00 pmClosed
E.O. KARUMANDICHELLIPALAYAM TOWN PANCHAYAT
E.O. KARUMANDICHELLIPALAYAM TOWN PANCHAYAT
Construction of 3 Class Room Building at Panchayat Union middle School, Karumandichellipalayam Town panchayat Erode District
2026_DTP_701871_1
434/2026-1
Open Tender
Civil Works
Works
180 days
E.O. KARUMANDICHELLIPALAYAM TOWN PANCHAYAT
AS PER NORMS
3 documents required · 3 mandatory
₹0
₹99,000
E.O. KARUMANDICHELLIPALAYAM TOWN PANCHAYAT
1 Oct 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
7 Sept 2026 - 15 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavating and depositing on bank with initial lead of 10 m & 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 SS.20B (ScH.No.62) (P.No.22) | 60 | M3 | - | - |
| 2 | Refilling the excavated earth including watering and consolidation layer by layer with all incidental charges etc complete | 43 | M3 | - | - |
| 3 | 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 | 22 | M3 | - | - |
| 4 | Centering with Steel Plates including strutting,lining and levelling etc complete
a)For Plinth Beams and footings sides | 37 | M2 | - | - |
| 5 | b)Columns | 14 | M2 | - | - |
| 6 | c)Beams,Roof | 418 | M2 | - | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-20 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 325Kg/ cum and maximum water cement ratio of 0.55 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 - | 62.41 | M3 | - | - |
| 8 | Supply and fabrication of RTS rods in various dia including cutting and bending etc | 6,241.38 | Qtl | - | - |
| 9 | FLY ASH Brick work in cement mortar 1:5 mix (one cement five sand) using II class table molded bricks chamber burnt bricks of size 9" X 4 1/2" X 3" for the following including curing etc., completed. | 103 | M3 | - | - |
| 10 | Filling with Well Gravel including watering and consolidation layer by layer with all incidental charges etc complete | 190 | M3 | - | - |
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