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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.3 LAccepted-AOC | ₹30.3 L | L1 | Accepted-AOC l1 |
| 2 | L2₹31.2 LRejected-Finance | ₹31.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹31.6 LRejected-Finance 1897 TS NO 6 5 VELLIANGKATTU RAMASAMY GOWNDER LAY OUT 60 FEET ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | ₹31.6 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | P.Murugan L2 | S.Sethudurai L1 | SENTHILKUMAR L3 |
|---|---|---|---|---|---|---|
| 1.00Earth 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 | ||||||
| 2.00 | First depth of 0 to 2 m | 59.47 | Cum | 261 ₹15,521.67 | 252.97 ₹15,044.13 | 264 ₹15,700.08 |
| 3.00 | 2nd depth of 2m to 3m | 10.21 | Cum | 273 ₹2,787.33 | 264.88 ₹2,704.42 | 277 ₹2,828.17 |
| 4.00 | 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 | 1,965 ₹5,737.80 | 1,903.75 ₹5,558.95 | 1,986 ₹5,799.12 |
| 5.00 | 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 | 5,466 ₹23,886.42 | 5,294.83 ₹23,138.41 | 5,522 ₹24,131.14 |
| 6.00Reinforced 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 | ||||||
| 7.00 | 1.50 m to 4.50m below G.L | 10.53 | Cum | 9,180 ₹96,665.40 | 8,892.6 ₹93,639.08 | 9,273 ₹97,644.69 |
| 8.00 | 0 m to 1.50m below G.L | 2.65 | Cum | 9,043 ₹23,963.95 | 8,759.52 ₹23,212.73 | 9,135 ₹24,207.75 |
| 9.00 | 0 m to 4.50m above G.L | 4.11 | Cum | 9,182 ₹37,738.02 | 8,894.8 ₹36,557.63 | 9,276 ₹38,124.36 |
| 10.00 | 4.50 m to 7.32 m From G.L | 3.29 | Cum | 9,457 ₹31,113.53 | 9,161.3 ₹30,140.68 | 9,553 ₹31,429.37 |
Tender Value
₹32.1 L
EMD Value
₹32,070
Closing Date
20 Jan 2026, 3:00 pmClosed
Block Development officer
Block Development office Tenkasi
Construction of 60000 litre OHT((12m Staging Height) and Extension pipeline in Manalur village at Thenpothai Panchayat Panchayat in Tenkasi Union
2026_RDTN_640504_1
BDOBLK/111/2025 A2 DATE 06.01.2026
Open Tender
Civil Works
TENKASI
refer tender notice
3 documents required · 3 mandatory
₹0
₹32,070
11 Feb 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
20 Jan 2026
8 Jan 2026
First depth of 0 to 2 m
2nd depth of 2m to 3m
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
1.50 m to 4.50m below G.L
0 m to 1.50m below G.L
0 m to 4.50m above G.L
4.50 m to 7.32 m From G.L
Above GL (+7.320 - +10.980m)
10.98 m to 14.64 m From G.L
14.64 m to 18.30 m From G.L
Supplying and eracting steel centering for sides and soffits including necessary supports and shuttering to the required height for RCC items using MS sheets or suitable size of BG 10 stiffened with welded MS angles of size 25mmx25mmx3mm of boarfing,laid over silver oak joints of size 10cmx6.5 cm spaced at 90 cm center to center and supported by casuarina props 10 cm to 13 cm dia spaced at 75 cm center to center complying with standard specification etc complete and as directed by departmental officers
PLANE SURFACE
Below G.L
G.L to 3.30 m
CURVED SURFACE
UP to 3.30 m
SQUARE COLUMN
Below G.L
Painting two coats with approved Plastic Emulsion over one coat of primer coat over cement plastered exposed surface of the reservoir including curing preparing the surface and curing etc complete and as directed by the departmental officers
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/Vellore circular No 700 / AE5 /P&D/NR/Dt29.5.01
Refilling the foundations with exvacated earth including consolidation as directed by the TWA Board officers
Providing MS ladder & Handtrails arrangements in 60000 lits. Capacity OHT With 12.00m Stagging Height
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 dia GMGate valve
Supply & Delivery of 65 mm G.I Elbow
Supply & Delivery of 65 mm G.I Coupling
Supply & Delivery of 65mm G.I.flange set
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.
For first depth of 2m
For Core wall
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.
Collection and supply of 40mm HBG metal and filling in to the recharge pits including cost and conveyance to the site and all labour charges for filling as per standard specifications.
Cement concrete 1:2:4 mix using 20mm ISS HBG metal including all cost and conveyance and all labour charges etc., complete
Extension of pipeline Arrangements at Thenpothai village and Panchayat
S/D 75mm 4KSC PVC Pipe
S/D 75mm 6KSC PVC Pipe
Earth work excavation with an initial lead and lift in hard stiff clay, black cotton, hard red earth, sub murram gravel, stone and earth mixed boulders as per SS20B for pipe laying work.
Refilling the excavated portions for Pipe Laying works with excavated earth as per ss20 B etc., complete.
Labour charges for Laying of GI, PVC rigid pipes with lead of 200m lowering into trench, laying in proper grade, alignment, jointing PVC coupler with specials and tested to the required pressure including conveyance of water upto 1km lead during the testing etc., complete.
S/D 75mm 4KSC PVC Pipe - delivery line
GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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