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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Finance | ₹6.8 L | L1 | Admitted-Finance |
| 2 | L2₹6.8 L+₹7,080 (1.05%)Admitted-Finance | ₹6.8 L+₹7,080 (1.05%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | E.Thirupathi L1 | V.Chithra L2 |
|---|---|---|---|---|---|
| 1.001. CONSTRUCTION OF NEW MINI CSC TYPE -3 ELEMENTARY SCHOOL GIRLS @ PALAIYUR H/O KARUKANAHALLI | |||||
| 2.00 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete | 24.46 | Cum | 263.78 ₹6,452.06 Lowest | 263.78 ₹6,452.06 Lowest |
| 3.00 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1.04 | Cum | 1,941.76 ₹2,019.43 Lowest | 1,941.76 ₹2,019.43 Lowest |
| 4.00 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 4.08 | Cum | 5,509.57 ₹22,479.05 Lowest | 5,509.57 ₹22,479.05 Lowest |
| 5.00 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick including all cost and conveyance etc., all complete | 3.44 | Cum | 45.85 ₹157.72 Lowest | 45.85 ₹157.72 Lowest |
| 6.00 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush, including all cost of men and materials etc., all complete | 7.95 | Cum | 5,876.02 ₹46,714.36 Lowest | 5,876.02 ₹46,714.36 Lowest |
| 7.00 | Brick work using country bricks of size 83/4"x41/4"x23/4" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing, etc., complete complying with standard specifiction. | 15.01 | Cum | 6,111.26 ₹91,730.01 Lowest | 6,111.26 ₹91,730.01 Lowest |
| 8.00Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | |||||
| 9.00 | Plinth Beam | 7.54 | Sqm | 547.5 ₹4,128.15 Lowest | 547.5 ₹4,128.15 Lowest |
| 10.00 | Roof Beam | 12.4 | Sqm | 1,095 ₹13,578 Lowest | 1,095 ₹13,578 Lowest |
Tender Value
₹6.8 L
EMD Value
₹7,000
Closing Date
16 Sept 2026, 3:00 pmClosed
THE BLOCK DEVELOPMENT OFFICER
THE BLOCK DEVELOPMENT OFFICER KELAMANGALAM
KGI DT KLM BLK SBM(G) PHASE-II 2026-27 Package No 08 CONSTRUCTION OF NEW MINI CSC TYPE -3 ELEMENTARY SCHOOL AT PALAIYUR H/O KARUKANAHALLI
2026_RDTN_700434_1
2155/2026/R5 Dated on 09/07/2026
Open Tender
Civil Works
Item Rate
THE BLOCK DEVELOPMENT OFFICER KELAMANGALAM
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,000
THE BLOCK DEVELOPMENT OFFICER KELAMANGALAM
21 Sept 2026
2 Sept 2026
17 Sept 2026
2 Sept 2026
16 Sept 2026
2 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1. CONSTRUCTION OF NEW MINI CSC TYPE -3 ELEMENTARY SCHOOL GIRLS @ PALAIYUR H/O KARUKANAHALLI | - | - | - | - |
| 2 | Earth work excavation for foundation in all soils and sub soils to full depth etc., ordinary soil complete | 24.46 | Cum | - | - |
| 3 | Supplying and filling in foundation, basement, etc with filling sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 1.04 | Cum | - | - |
| 4 | Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 | 4.08 | Cum | - | - |
| 5 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick including all cost and conveyance etc., all complete | 3.44 | Cum | - | - |
| 6 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush, including all cost of men and materials etc., all complete | 7.95 | Cum | - | - |
| 7 | Brick work using country bricks of size 83/4"x41/4"x23/4" in cement mortar 1:5 (One cement and five M.Sand) including curing neat finishing, etc., complete complying with standard specifiction. | 15.01 | Cum | - | - |
| 8 | Supplying and erecting CENTERING for sides and soffits including supports and strutting upto 3.29 m high for plane surfaces such as RCC SLABS, RECTANGULAR BEAMS, TEE or ELL BEAMS, LINTELS, BED BLOSKS. STAIRCASE WAIST and landing slabs, landing beams, canopy etc., in all floors with all cross bracings using mild steel sheets of size 90cm * 60cm and BG 10 stiffened with welded mild steel angles of size 25mm * 25mm * 3mm for boarding laid over countrywood joists of size 10cm * 6.50cm spaced at about 90cm centre to centre and supported by Casuarian props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete and as directed. | - | - | - | - |
| 9 | Plinth Beam | 7.54 | Sqm | - | - |
| 10 | Roof Beam | 12.4 | Sqm | - | - |
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