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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 LAdmitted-Finance | ₹6.1 L | L1 | Admitted-Finance |
| 2 | L2₹6.1 L+₹6,733.10 (1.11%)Admitted-Finance | ₹6.1 L+₹6,733.10 (1.11%) | L2 | Admitted-Finance |
| 3 | L3₹6.4 L+₹28,780.04 (4.73%)Admitted-Finance | ₹6.4 L+₹28,780.04 (4.73%) | L3 | Admitted-Finance |
| 4 | L4₹6.4 L+₹31,514.13 (5.18%)Admitted-Finance | ₹6.4 L+₹31,514.13 (5.18%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | K.A.Raj Contractor L3 | Veeraa Constructions L1 | M/s Vaishnavi Constructions L2 | K.J.Gowtham L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Mini Community Sanitary Complex Building at Vengiliganapalli PUPS H/o.Pachiganapalli (Type-3 Girls) | |||||||
| 2.00 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick including levelling the sites complete complying with standard specifications. | 16.58 | Cum | 248 ₹4,111.84 | 250 ₹4,145 | 235 ₹3,896.3 Lowest | 247 ₹4,095.26 |
| 3.00 | CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification. | 9.24 | Cum | 5,126 ₹47,364.24 | 4,500 ₹41,580 Lowest | 4,800 ₹44,352 | 4,949 ₹45,728.76 |
| 4.00 | Plain Cement Concrete 1:2:4 using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | 4.07 | Cum | 6,340 ₹25,803.8 | 6,000 ₹24,420 Lowest | 6,000 ₹24,420 Lowest | 6,500 ₹26,455 |
| 5.00 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush including curing neat finishing, etc., complete complying with standard specifiction. | 9.43 | Cum | 5,484 ₹51,714.12 | 5,000 ₹47,150 Lowest | 5,000 ₹47,150 Lowest | 5,294 ₹49,922.42 |
| 6.00 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick including cost and labour charges etc., complete. | 3.63 | Cum | 43 ₹156.09 Lowest | 45 ₹163.35 | 100 ₹363 | 43 ₹156.09 Lowest |
| 7.00 | BRICK WORK in cement mortar 1:5 using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. | 10.66 | Cum | 5,819 ₹62,030.54 | 5,700 ₹60,762 | 6,500 ₹69,290 | 5,078 ₹54,131.48 Lowest |
| 8.00 | 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. | 19.89 | Sqm | 1,029 ₹20,466.81 | 500 ₹9,945 Lowest | 710 ₹14,121.9 | 975 ₹19,392.75 |
| 9.00 | Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. | 0.41 | Mt | 86,347 ₹35,315.92 | 85,000 ₹34,765 | 75,000 ₹30,675 Lowest | 80,000 ₹32,720 |
| 10.00 | CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. | 2.98 | Cum | 9,000 ₹26,820 | 7,500 ₹22,350 | 5,000 ₹14,900 Lowest | 8,343 ₹24,862.14 |
Tender Value
₹6.8 L
EMD Value
₹7,000
Closing Date
8 Sept 2026, 3:00 pmClosed
Block Developement officer
Block Developement office, Krishnagiri
Krishnagiri District Krishnagiri Block SBM-G Phase II - 2026-27 Construction of Mini Community Sanitary Complex Building at Vengiliganapalli PUPS in Pachiganapalli Pt Type-3 Girls Pkg No 2026-27 KGI 02
2026_RDTN_697486_1
Roc_No_2155_26_R5_Dt_24_6_26
Open Tender
Civil Works
Item Rate
180 days
Krishnagiri
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹7,000
Block Developement office, Krishnagiri
17 Sept 2026
25 Aug 2026
8 Sept 2026
25 Aug 2026
8 Sept 2026
25 Aug 2026
31 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of Mini Community Sanitary Complex Building at Vengiliganapalli PUPS H/o.Pachiganapalli (Type-3 Girls) | - | - | - | - |
| 2 | EARTHWORK EXCAVATION for foundation in all soils and sub soils and to full depth as may be directed except in rock requiring blasting but inclusive of shoring, strutting and baling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15cm thick including levelling the sites complete complying with standard specifications. | 1 | Cum | - | - |
| 3 | CEMENT CONCRETE 1:4:8 mix using 40mm gauge hand broken hard granite stone jelly for FOUNDATION including dewatering if found necessary and laid in layers of not more than 15cm thick, well rammed etc., complete complying with standard specification. | - | Cum | - | - |
| 4 | Plain Cement Concrete 1:2:4 using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. | - | Cum | - | - |
| 5 | Random Rubble masonry in CM 1:5 foundation and basement including simultaneously flush including curing neat finishing, etc., complete complying with standard specifiction. | 1 | Cum | - | - |
| 6 | Refilling in foundation and basement with excavated earth in layer of not more than 15cm thick including cost and labour charges etc., complete. | 1 | Cum | - | - |
| 7 | BRICK WORK in cement mortar 1:5 using second class country bricks of size 23cm x 11cm x 7cm for the following including curing etc., complete complying with standard specifications. | - | 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. | - | Sqm | - | - |
| 9 | Supplying, fabricating and placing in position mild steel/Ribbed tor steel rods for all RCC works including cost of steel and binding wire also in all floors, complete complying with standard specfication. | - | Mt | - | - |
| 10 | CEMENT CONCRETE 1:1.5:3 mix using 20mm machine crushed 20mm gauge hard broken granite stone jelly for all reinforced cement concrete works connected to this work excluding cenetering, shuttering and cost of reinforcement grills placed in position, but including laying, vibrating, curing and finishing, fixing fan clamps in the RCC floor and roof slab works wherever necessary and bearing surfaces of the wall at the sides and bottom of the slab, beams shall be finished smooth with cement mortar 1:3 (One cement and three sand ) and Kraft paper laid without claiming extra cost etc., complete complying with standard specification and as directed by the departmental officers. | - | Cum | - | - |
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