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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.3 LAccepted-Finance | ₹68.3 L | L1 | Accepted-Finance Low |
| 2 | L2₹69.9 L+₹1.5 L (2.24%)Accepted-Finance | ₹69.9 L+₹1.5 L (2.24%) | L2 | Accepted-Finance High |
| Sl No | Description | Qty | Unit | SMR Engineering Construction L2 | PKP Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay,stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil | 385 | Cum | 299 ₹1,15,115 | 235 ₹90,475 Lowest |
| 2.00 | Supplying and Filling with foundation and basement with M sandd inin 15cm. Thick layers well rammed & consolidated, including watering, complying with std.specification etc complete. | 20.5 | Cum | 1,999 ₹40,979.5 | 1,912 ₹39,196 Lowest |
| 3.00 | Refilling with Excavated Earth and well rammed & consolidated, including watering, complying with std.specification etc complete. | 136.5 | Cum | 99 ₹13,513.5 | 45.75 ₹6,244.88 Lowest |
| 4.00 | Plain Cement Concrete 1:5:10 (One cement, five sand and ten hard broken granite stone jelly) using 40mm HBG metel for foundation concrete including dewatering wherever necessary and laid in layers of not more than 15cm. thick complying with std specification. | 20.5 | Cum | 5,599 ₹1,14,779.5 | 5,525 ₹1,13,262.5 Lowest |
| 5.00 | Random Rubble masonry work Combination mortar 1:1:5 mix using selected stones and rough stones including dewatering wherever necessary proper setting,curing,etc., | 191.5 | Cum | 6,199 ₹11,87,108.5 | 6,022 ₹11,53,213 Lowest |
| 6.00Providing and laying in position, Standardised Concrete Mix M20 Grade in accordance with IS 456:2000 using 20mm and down graded hard broken granite stone jelly for all rcc works with minimumm cement content 325Kg/m3 and maximum water cement ratio of 0.55, including admixture(plasticiser /super plasticiser) in commanded proportions as per IS 9103 to acclerate, retard setting of concrete, improve workability with out i paring strength and durability with about (5 cum) 7730 Kg of 20mm machine crushed stone jelly and with about (3.3 Cum) 5156 Kg of 10 12mm machine crushed stone jelly and with about (4.79cum) 7670 Kg of sand, but excluding cost of reinforcement grill and fabrication charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc and providing fixtures like fan clamps in RCC floor/ roof slabs wherver necessary without claming extra complete complying std specification and also directed by departmental officers. The coarse and fine aggregates to be used should comply with requirements of IS standard | |||||
| 6.01 | A) For Sub Structure | 8.6 | Cum | 8,199 ₹70,511.4 | 8,190 ₹70,434 Lowest |
| 7.00Centering for soffits of reinforced cement concrete slabs, plain surface including strutting 3 meter height using MS plates of size 90cmx60cmand 10 gauge stiffen and with welded mild steel angles of size 25x25x3mm laid over silver oak | |||||
| 7.01 | (A) For Basement | 29 | Sqm | 719 ₹20,851 | 710 ₹20,590 Lowest |
| 8.00 | Supplying, Fabrication and placing in position of M.S. or RTS rods reforcement grill in position for all RCC works including cost of steel rods and binding wire etc., complete | 0.69 | MT | 92,999 ₹64,169.31 | 92,970 ₹64,149.3 Lowest |
Tender Value
₹80.7 L
EMD Value
₹50,500
Closing Date
2 Apr 2026, 1:00 pmClosed
Executive Officer
Arulmigu Kailasanathar Thirukoil Pathirapuliyur Tindivanam Tk Villupuram District
ReConstruction of Swamy SannathyAmman Sannathy Natarajar Sannathy Murugar Sannathy Maha Mandapam and Mun Mandapam for Arulmigu Kailasanathar Thirukoil Pathirapuliyur Tindivanam Tk Villupuram District
2026_HRCE_674593_1
01/02.04.2026
Open Tender
Civil Works
Lump-sum
Pathirapuliyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹50,500
21 Sept 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
2 Apr 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay,stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil | 385 | Cum | 235.13 | ₹90,525.05 |
| 2 | Supplying and Filling with foundation and basement with M sandd inin 15cm. Thick layers well rammed & consolidated, including watering, complying with std.specification etc complete. | 20.5 | Cum | 1,912.71 | ₹39,210.56 |
| 3 | Refilling with Excavated Earth and well rammed & consolidated, including watering, complying with std.specification etc complete. | 136.5 | Cum | 45.85 | ₹6,258.53 |
| 4 | Plain Cement Concrete 1:5:10 (One cement, five sand and ten hard broken granite stone jelly) using 40mm HBG metel for foundation concrete including dewatering wherever necessary and laid in layers of not more than 15cm. thick complying with std specification. | 20.5 | Cum | 5,528.7 | ₹1,13,338.35 |
| 5 | Random Rubble masonry work Combination mortar 1:1:5 mix using selected stones and rough stones including dewatering wherever necessary proper setting,curing,etc., | 191.5 | Cum | 6,022.85 | ₹11,53,375.78 |
| 6Providing and laying in position, Standardised Concrete Mix M20 Grade in accordance with IS 456:2000 using 20mm and down graded hard broken granite stone jelly for all rcc works with minimumm cement content 325Kg/m3 and maximum water cement ratio of 0.55, including admixture(plasticiser /super plasticiser) in commanded proportions as per IS 9103 to acclerate, retard setting of concrete, improve workability with out i paring strength and durability with about (5 cum) 7730 Kg of 20mm machine crushed stone jelly and with about (3.3 Cum) 5156 Kg of 10 12mm machine crushed stone jelly and with about (4.79cum) 7670 Kg of sand, but excluding cost of reinforcement grill and fabrication charges, centering and shuttering and also including laying, vibrating with mechanical vibrators, finishing, curing etc and providing fixtures like fan clamps in RCC floor/ roof slabs wherver necessary without claming extra complete complying std specification and also directed by departmental officers. The coarse and fine aggregates to be used should comply with requirements of IS standard | |||||
| 6.01 | A) For Sub Structure | 8.6 | Cum | 8,190.44 | ₹70,437.78 |
| 7Centering for soffits of reinforced cement concrete slabs, plain surface including strutting 3 meter height using MS plates of size 90cmx60cmand 10 gauge stiffen and with welded mild steel angles of size 25x25x3mm laid over silver oak | |||||
| 7.01 | (A) For Basement | 29 | Sqm | 710.9 | ₹20,616.1 |
| 8 | Supplying, Fabrication and placing in position of M.S. or RTS rods reforcement grill in position for all RCC works including cost of steel rods and binding wire etc., complete | 0.69 | MT | 92,971.8 | ₹64,150.54 |
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