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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAccepted-Finance | ₹3.7 L | L1 | Accepted-Finance Bid Value Amount is Less |
| 2 | L2₹3.8 L+₹15,770 (4.29%)Rejected-Finance | ₹3.8 L+₹15,770 (4.29%) | L2 | Rejected-Finance Bid Value Amount is above |
| Sl No | Description | Qty | Unit | KVM CONSTRUCTION L2 | RK Constructors L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation for foundation 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 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 10 | M3 | 300 ₹3,000 | 250 ₹2,500 Lowest |
| 2.00 | Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification | 2 | M3 | 5,500 ₹11,000 | 5,300 ₹10,600 Lowest |
| 3.00 | Brick work in following Cement Mortar 1:5 (one Part of cement,Five Part of Msand) Mix using best quality ground mould chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally, other type of bond shall be done as directed by the Executive Engineer in charge. For foundation and Basement | 3 | M3 | 7,800 ₹23,400 | 7,400 ₹22,200 Lowest |
| 3.01 | Ground Floor | 8 | M3 | 7,900 ₹63,200 | 7,500 ₹60,000 Lowest |
| 4.00 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 Shuttering | 19 | M2 | 700 ₹13,300 Lowest | 700 ₹13,300 Lowest |
| 4.01 | Column Suface | 24 | M2 | 600 ₹14,400 Lowest | 600 ₹14,400 Lowest |
| 4.02 | Plain Suface | 16 | M2 | 900 ₹14,400 Lowest | 900 ₹14,400 Lowest |
| 5.00 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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. (No separate payment will be made by the Department for the excess usage of materials) Foundation and Basement | 4 | M3 | 8,500 ₹34,000 | 7,900 ₹31,600 Lowest |
| 5.01 | For Ground Floor | 4 | M3 | 8,100 ₹32,400 Lowest | 8,100 ₹32,400 Lowest |
| 6.00 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 640 | Kg | 91 ₹58,240 Lowest | 91 ₹58,240 Lowest |
Tender Value
₹4.5 L
EMD Value
₹4,500
Closing Date
24 Aug 2026, 3:00 pmClosed
Executive Officer
Boothipuram Town Panchayat
NNT 2026 2027 Construction of Pump room near Pillaiyar Kovil at Athipatti in Boothipuram Townpanchayat , Theni District
2026_DTP_692414_1
174/2026
Open Tender
Civil Works - Buildings
Works
180 days
Boothipuram Town Panchayat
As per Tender Document
3 documents required · 3 mandatory
₹0
₹4,500
Yes
Boothipuram Town Panchayat
28 Aug 2026
8 Aug 2026
24 Aug 2026
8 Aug 2026
24 Aug 2026
8 Aug 2026
8 Aug 2026 - 14 Aug 2026
14 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation 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 10 mts and initial lift of 2 mts. and clearing and levelling the site, etc., complete complying with standard specification. | 10 | M3 | - | - |
| 2 | Cement Concrete 1:5:10 (One Cement, Five 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 curing etc. complete complying with standard specification | 2 | M3 | - | - |
| 3 | Brick work in following Cement Mortar 1:5 (one Part of cement,Five Part of Msand) Mix using best quality ground mould chamber burnt bricks of size 9" x 4 3/8" x 2 3/4" with class designation of 7.5 conforming to IS 1077-1992 for foundation and basement including Cost of Mortar Plasticizer curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally, other type of bond shall be done as directed by the Executive Engineer in charge. For foundation and Basement | 3 | M3 | - | - |
| 3.01 | Ground Floor | 8 | M3 | - | - |
| 4 | Supplying and erecting centering for sides and soffits including supports and strutting uptp 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90cmx60cm and 10 gauge stiffened, welded with mild steel angles of size 25mmx25x3mm for boarding laid over silver oak (country wood) joist of size 10cmx6.5cm dia spaced about 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre tocentre etc.complete complying with standard specification and as directed by the departmental engineers. TNBP No.30 Shuttering | 19 | M2 | - | - |
| 4.01 | Column Suface | 24 | M2 | - | - |
| 4.02 | Plain Suface | 16 | M2 | - | - |
| 5 | Providing and laying in position, standardised concrete Mix M-20 Grade by insitu machine mix concrete adopting weighing batch method 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. (No separate payment will be made by the Department for the excess usage of materials) Foundation and Basement | 4 | M3 | - | - |
| 5.01 | For Ground Floor | 4 | M3 | - | - |
| 6 | Supplying, fabricating and placing in position Mild Steel / Ribbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) | 640 | Kg | - | - |
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