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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.9 LAccepted-AOC | ₹20.9 L | L1 | Accepted-AOC Work order issued |
| 2 | L2₹22.2 L+₹1.2 L (5.88%)Rejected-Finance | ₹22.2 L+₹1.2 L (5.88%) | L2 | Rejected-Finance Highest |
| Sl No | Description | Qty | Unit | D. NESAMONY L1 | Gopu Kumar L2 |
|---|---|---|---|---|---|
| 1.00 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | 56 | m³ | 230 ₹12,880 Lowest | 240 ₹13,440 |
| 2.00 | Plain Cement Concrete of mix 1 : 4 : 8 (One Cement four sand eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | 20 | m³ | 5,150 ₹1,03,000 | 4,000 ₹80,000 Lowest |
| 3.00 | Plain Cement Concrete of mix 1 : 2 : 4 (One Cement four sand eight aggregates) using 20mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | 1 | m³ | 6,400 ₹6,400 | 5,200 ₹5,200 Lowest |
| 4.00 | Supplying and errecting steel centering including necessary supports for plain surfaces for Reinforced Cement Concrete works such as Column footing, Column pedestals, plinth beams, grade beams, staircase steps, etc which requires only nominal strutting using mild steel sheets of size 90mm x60mm and 10Bg stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm center to center or at suitable intervals etc complete in all floors Complying with standard Specification( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII
Footing, Grade Beam | 112 | m2 | 400 ₹44,800 Lowest | 650 ₹72,800 |
| 5.00 | Beam Rcc Slab | 218 | m² | 1,000 ₹2,18,000 | 820 ₹1,78,760 Lowest |
| 6.00 | Column | 83 | m² | 900 ₹74,700 Lowest | 1,400 ₹1,16,200 |
| 7.00 | Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
Upto Basement | 19 | m3 | 8,500 ₹1,61,500 | 8,000 ₹1,52,000 Lowest |
| 8.00 | Ground Floor | 31 | m³ | 8,600 ₹2,66,600 | 7,700 ₹2,38,700 Lowest |
| 9.00 | Supplying and Fabrication of Steel and placing in position MS / Ribbed tor steel grills for RCC works as per design given including cost of steel and GI binding wire in Floors etc., Complete complying with standard specification in force per Kilogram. | 4,500 | Kg | 91 ₹4,09,500 | 88 ₹3,96,000 Lowest |
| 10.00 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best Second Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Upto Basement | 10 | m3 | 7,100 ₹71,000 Lowest | 7,600 ₹76,000 |
Tender Value
₹30 L
EMD Value
₹30,000
Closing Date
13 Feb 2026, 3:00 pmClosed
Executive Officer
Executive Officer, Kadayal Town Panchyat Office, Kadayal, Kaliyal post.
Construction of 2 Class Rooms building at Govt Primary School in Sivalogam at Kadayal Town Panchayat, Kanyakumari District, General Fund 2025-26
2026_DTP_652930_1
210/2015/A1
Open Tender
Civil Works - Buildings
Lump-sum
180 days
Kadayal Town Panchayat
Class V
2 documents required · 2 mandatory
₹0
₹30,000
Kadayal Town Panchayat Office
3 Sept 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
13 Feb 2026
7 Feb 2026
7 Feb 2026 - 13 Feb 2026
9 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth Work Excavation for foundation in all types of soils and sub soils to full depth (such as Soils in Rock / Silt / Light Black Cotton Soil / Ordinary Soil ) except in rock requiring blasting but inclusive of shoring, shuttering and bailing out water wherever necessary and refilling the sides of foundation with excavated earth other than sand in layers of 150 mm thick well rammed and consolidated, depositing the surplus earth in places shown by the Departmental Officers with initial lead of 10 m and initial lift of 2 m. Complete as per TNSS 23 & 24, V, VI (S2), VII, 9,10 | 56 | m³ | - | - |
| 2 | Plain Cement Concrete of mix 1 : 4 : 8 (One Cement four sand eight aggregates) using 40mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | 20 | m³ | - | - |
| 3 | Plain Cement Concrete of mix 1 : 2 : 4 (One Cement four sand eight aggregates) using 20mm gauge hard broken including cost conveyance of all materials to site including formwork and centering labour charges, transporting and placing in position including shoring, strutting, forming protective bunds, cofferdams bailing out of water labour for mixing compacting, finishing and curing, working at depths, tools and plants and incidental charges such as sheeting, shoring and bracing and their subsequent removal etc., complete as per standard specification. | 1 | m³ | - | - |
| 4 | Supplying and errecting steel centering including necessary supports for plain surfaces for Reinforced Cement Concrete works such as Column footing, Column pedestals, plinth beams, grade beams, staircase steps, etc which requires only nominal strutting using mild steel sheets of size 90mm x60mm and 10Bg stiffened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding, laid over silver oak joists of size 10cm x 6.5cm spaced at about 75cm center to center or at suitable intervals etc complete in all floors Complying with standard Specification( TNSS NO or NBC No 30(S) 86 86 A V, VI(S3)VII
Footing, Grade Beam | 112 | m2 | - | - |
| 5 | Beam Rcc Slab | 218 | m² | - | - |
| 6 | Column | 83 | m² | - | - |
| 7 | Providing and laying in position Standardised Concrete Mix M-25 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 350Kg/ 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 - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS standards.
Upto Basement | 19 | m3 | - | - |
| 8 | Ground Floor | 31 | m³ | - | - |
| 9 | Supplying and Fabrication of Steel and placing in position MS / Ribbed tor steel grills for RCC works as per design given including cost of steel and GI binding wire in Floors etc., Complete complying with standard specification in force per Kilogram. | 4,500 | Kg | - | - |
| 10 | Brick Work in Cement Mortor 1:5 Mix (one cement, five sand) using new best Second Class Bricks of size 9 ” x 4 3/8 “x 2 3/4 ” from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing, laying and curing etc. complete. Complying with std. specifications.
Upto Basement | 10 | m3 | - | - |
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