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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.2 LAccepted-Finance | ₹49.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹49.7 LRejected-Finance | ₹49.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RAVI CHANDRAN CONTRACTER L1 | MR.JOHN BRITTO, CONTRACTOR L2 |
|---|---|---|---|---|---|
| 1.001.Construction of 60000 litre OHT (12m Staging Height) at Madathupatti Village and Panchayat | |||||
| 2.00Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | |||||
| 3.00 | First depth(0.00m to -2.00m) | 59.47 | Cum | 263.52 ₹15,671.53 | 266.42 ₹15,844 |
| 4.00Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B | |||||
| 5.00 | Second depth(-2.00m to -2.350m) | 10.21 | Cum | 279.45 ₹2,853.18 | 282.53 ₹2,884.63 |
| 6.00 | Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications | 2.92 | Cum | 2,017.26 ₹5,890.40 | 2,039.47 ₹5,955.25 |
| 7.00 | Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental | 4.37 | Cum | 5,435.78 ₹23,754.36 | 5,495.63 ₹24,015.90 |
| 8.00Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement, centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers | |||||
| 9.00 | For footing below G.L. ( 1,50 to 4,50 below GL ) | 10.53 | Cum | 9,183.61 ₹96,703.41 | 9,284.73 ₹97,768.21 |
| 10.00 | For Column and Brace upto G.L ( 0 to1,50 below GL ) | 2.65 | Cum | 9,044.98 ₹23,969.20 | 9,144.57 ₹24,233.11 |
Tender Value
₹50 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 3:00 pmClosed
Project Director
DRDA,Tenkasi
Strengthening to the road from Keelavayali to sankaralingapuram km 0/0-1/Construction of 60,000 lit OHT and Construction of 5.00m Span Culvert in Sankarankovil Block in Tenkasi District under CGF Savings and Interest Fund 2025-26 Package No.SNKL7
2026_RDTN_664479_14
DIPR/1306/Tender/2026/SPL Fund TSI
Open Tender
Civil Works
120 days
DRDA
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹50,000
DRDA,Tenkasi
2 Jun 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
27 Feb 2026
1.Construction of 60000 litre OHT (12m Staging Height) at Madathupatti Village and Panchayat
Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B
First depth(0.00m to -2.00m)
Earth work excavation and depositing on bank with an initial lead 10 m an lifit of 2 m in all soils such as red earth ,hard stiff clay soil, stiff black cotton soil,hard redearth,shales, murrams, gravel, stoney earth and earth mixed with small size boulders ete complete.,For Foundation SS 20B
Second depth(-2.00m to -2.350m)
Collection and supply of Sand and filling in to the basement including cost and conveyance to the siteand all labour charges for filling as per standard specifications
Cement Concrete 1:4:8(one cement four sand and eight aggregates) using 40MM HBGS Metal for levelling course for foundation including the cost of mixing concrete,ramming and curing etc., complete as directed by departmental
Reinforced Cement Concrete 1:1.5:3 (one cement , one and half sand and three aggregate) using 20MM HBGS Metal excluding cost of reinforcement, centering,shuttering but including cost of mixing concrete,placing, vibirating with mechanical vibrator, finishing curing etc., complete as directed by departmental officers
For footing below G.L. ( 1,50 to 4,50 below GL )
For Column and Brace upto G.L ( 0 to1,50 below GL )
For column and brace I 0 to 4.5m from GL
For column and brace II 4.5m to 7.32m from GL
For column and brace III 7.32 to 10.98m from GL
For column beam floor slab side wall from 10.98m to 14.64 m from GL
For side wall, hance and Roof slab from 14.64 m to 18.30 m from GL
Supplying and erecting steel centering for sides and soffits I including necessary supports' and shuttering to the required height for RCC items using MS sheets of suitable size of BG.10 stiffeneq with welded MS angles of size 25mm x 25mm x3mm of boarding
PLANE SURFACE
Below GL
For column footing and GL Brace
GL 0 to 3.30 M
For Brace I
For Brace II
For Brace III
Roof slab
For Floor Beam and Bottm of Floor slab
CURVED SURFACE
Sidewall roof slab
SQUARE COLUMN
For column Below GL
For column GL 0 to 3.30M
For column ( 3.31m to 4.30m ).
For column ( 4.31m to 5.30m).
For Column (5.31m to 6.30m )
For Column (6.31m to 7.30m )
For Column (7.31m to 8.30m )
For Column (8.31m to 9.30m )
For Column (9.31m to 10.30m )
For Column (10.31m to 11.30m )
For Column (11.30m to 11.31m )
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
Supplying fabiricating and placing in position of HSD Steel rods for reinforcement including the cost of steel and binding wire etc complete and as directed by departmental officers . RTS rod - Vide CE/NR/
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Providing MS Ladder & Hand rails arrangements in 60,000 Lits. Capacity OHT With 12.00m Staging Height.
Providing and fixing of RCC inner access ladder in RCC 1:1.5:3 (one cement, one and half sane! and three aggregates) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete cur
Providing GI ventilating arrangements mosquito proof nylon net with 50 mm GI pipes and cowl and as directed by Deparment officers
Providing manhole cover of size 060 x 0.60m in RCC 1 : 1.5 :3 with suitable reinforcement 50 x 50 x 6mm MS angle fixed along edges and as directed by the departmental officers
Provision for pipe connection arrangements for inlet outlet scour and overfloww etc including cost of pipes,specials,valve,labour charges for lifiting aligning, cutting, threading, fixing and painting of GI Pipes with two coats of approved quality enamel paint etc complete as details below
65 mm dia GI pipes for inlet ,outlet, scour connection
65mm Ø GI Elbow
65mm Ø GI coupling
65mm Ø GI Flange Set
65mm Ø GM Gate valve
Providsion for RWH and Platform arragements
Earth work excavation in all clauses of soils with initial lead and lift except hard rock requiring blasting etc., complete for foundation as per SS 20B.
corewall
Cement concrete 1:4:8 mix using 40mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Brick work in CM 1:5 mix using third class country bricks of size 8 3/4 x 4 1/4 x 2 3/4 including all cost and conveyance of materials and labour charges etc., complete
Plastering with CM 1:5 mix using to 12mm thick including all cost and conveyance of all materials and all labour charges etc., complete.
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Provision for Pumping Line Arrangements
Supply and delivery of 75mm dia PVC Pipe
Earthwork excavation in all clauses of soil such as gravel, hard gravelly soil, hard stiff clay, stiff black cotton soils including all labour charges etc complete.
Refilling the excavated trenches including all labour charges etc complete.
Laying and joining 75mm dia PVC Pipe
2.Construction of 5.00m Span Culvert at Balaji Nagar in T.Sankarankovil Village and Panchayat of Sankarankovil Panchayat Union.
Earthwork excavation in all classes of Soils and Sub soils except hard rock requiring blasting including initial lead and lift, dressing the excavation upto bed level for Foundation as SS 20 B specification etc., complete
Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, labour charges for mixing, laying, compacting and curing concrete etc., complete _ Base Concrete
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.
Below GL
Above GL
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Cement concrete 1:2:4 mix using 20mm ISS metal including including all cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete
Supplying and fabrication of steel including cost and conveyance of bending to shape and tying in position and forming grills for all R.C.C works including cost and conveyance of all materials to site
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete
Provision for Expansion joint uisng Bituminous Tar pad between Deck slab and Abutment/Back wall structure (To prevent Expansion and Contraction of concrete structures at joints) including all labour and other incidental charges etc., complete
Plastering with cement mortar 1:5 mix to 12mm thick including cost and conveyance of all materials to site and all labour charges etc complete
GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column "BB" for all works in this package}
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