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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹31.7 LAccepted-AOC | ₹31.7 L | 1 | Accepted-AOC L1 |
| 2 | 2₹32.3 LAccepted-AOC | ₹32.3 L | 2 | Accepted-AOC L2 |
| Sl No | Description | Qty | Unit | Mohamed Hanifa L2 | PS ABDULJALIL CONTRACTOR L1 |
|---|---|---|---|---|---|
| 1.00 | CONSTRUCTION OF NEW OHT 60,000 LITRES IN ELANGAKURUCHI BOYS SCHOOL NEAR AT AYANREDDIYAPATTY PANCHAYAT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m | 58.68 | Cum | 268.26 ₹15,741.50 | 263 ₹15,432.84 |
| 2.00 | Second depth of 1m | 10.21 | Cum | 416.16 ₹4,248.99 | 408 ₹4,165.68 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers. | 2.92 | Cum | 2,059.38 ₹6,013.39 | 2,019 ₹5,895.48 |
| 4.00 | Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers. | 4.37 | cum | 5,845.62 ₹25,545.36 | 5,731 ₹25,044.47 |
| 5.00 | RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board For items 1.5m to 4.5m below GL | 9.28 | cum | 9,652.26 ₹89,572.97 | 9,463 ₹87,816.64 |
| 6.00 | For items 3.5 to 4.50m | 6.53 | cum | 9,796.08 ₹63,968.40 | 9,604 ₹62,714.12 |
| 7.00 | For items 4.50 to 7.32m | 3.17 | cum | 10,079.64 ₹31,952.46 | 9,882 ₹31,325.94 |
| 8.00 | For items 7.32 m to 10.98m | 3.58 | cum | 10,363.2 ₹37,100.26 | 10,160 ₹36,372.80 |
| 9.00 | For items 10.98 m to 18.30 | 23.15 | cum | 10,646.76 ₹2.5 L | 10,438 ₹2.4 L |
| 10.00 | 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 SURFACES | 41.78 | sqm | 1,116.9 ₹46,664.08 | 1,095 ₹45,749.10 |
Tender Value
₹32.1 L
EMD Value
₹33,000
Closing Date
9 Mar 2026, 9:00 amClosed
Block development officer VP
Block Development officer VP, panchayat union vaiyampatty
Construction of 60,000 Ltr OHT at Elangakuruchi Boys School Near in Ayanreddiyapatty Panchayat in vaiyampatty Block in Tiruchirappalli District under District Collectorate CFC Grand Savings Fund -2025-26.
2026_RDTN_670582_1
B2/0762/2026
Open Tender
Civil Works - Buildings
Vaiyampatty
Please refer tender documents
5 documents required · 5 mandatory
₹0
₹33,000
16 May 2026
5 Mar 2026
9 Mar 2026
5 Mar 2026
9 Mar 2026
5 Mar 2026
CONSTRUCTION OF NEW OHT 60,000 LITRES IN ELANGAKURUCHI BOYS SCHOOL NEAR AT AYANREDDIYAPATTY PANCHAYAT Earthwork excavation and depositing on bank with an initial lead of 10m and lift of 2m in the following classification of soils as directed by TWAD Board officers. Hard stiff clay, block cotton, hard red earth shales, murram, ordinary gravel, stoney eart First depth of 2m
Second depth of 1m
Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete as directed by TWAD Board officers.
Cement concrete 1:4:8 (one cement four sand and eight aggregates) using 40mm HBGS for levelling course for foundation including the cost of mixing concrete, ramming, curing etc., complete as directed by TWAD Board officers.
RCC in M30 GRADE using graded aggregtes of HBGs excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc., complete as directed by TWAD Board For items 1.5m to 4.5m below GL
For items 3.5 to 4.50m
For items 4.50 to 7.32m
For items 7.32 m to 10.98m
For items 10.98 m to 18.30
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 SURFACES
ABOVE G.L. to 3.30m
Curved Surface (0 to 3.30m from floor level)
Curved Surface (3.30m to 4.30m from floor level)
Square column (Below G.L. 3.30m)
Square column (3.31 to 4.30m )
Square column (4.31 to 5.30m )
Square column (5.31 to 6.30m )
Square column (6.31 to 7.30m )
Square column (7.31 to 8.30m )
Square column (8.31 to 9.30m )
Square column (9.31 to 10.30m )
Square column (10.31 to 11.30m )
Square column (11.31 to 12.30m )
Painting two coats with approved cement paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete and as directed by TWAD Board officers
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete and as directed by TWAD Board officers.
FabricatFabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out Fabrication, supply, delivery and fixing of outside MS ladder of 45cm wide made out of 50x50x6mm MS angle for sides and steps in 16mm MS plain rods fixed at 30cm c
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 cu
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 and as directed by TWAD Board officers
Providing manhole cover of size 1x1 0.60 X 0.60M in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
65mm Ø GI pipes for over flow & 1xl
75mm dia PVC Threaded coupler
65mm Ø GI Tee
65mm Ø GI Elbow
65mm Ø GM Gate valve
65mm dia GI Flangeset
65mm Ø GI Coupler
65mm GI Dummy
63 mm PVC 6Ksc Pipe
63 mm PVC Bend
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Provision for water meter arrangments
Provision for chlorination arrangments
Provision for Fencing arrangments
Provision for soak pit arrangments
GEOPHYSICAL INVESTIGATION CHARGES
DRILLING OF 150 MM DIA BOREWELL IN OVERBARDEN AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL Over Burden Soil (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
DRILLING OF 150MM DIA BOREWELL IN HARDROCK AREAS ANYWHERE IN TAMILNADU INCLUDING TRANSPORTATION TO THE WORKSITE IN HARDROCK AREAS AND DEVELOPING THE BOREWELL (Ref:- Managing Director, TWAD Board, Chennai, Ltr No. F15090/AE/CM/TWAD Dated. 22-04-2013)
SUPPLY OF 180MM OD PVC CASING PIPE INCLUDING TRANSPORTATION CHARGES ETC.,
PROVIDING BORWELL CAP AT TOP OF PVC CASING PIPE PROJECTED ABOVE GROUND LEVEL AFTER COMPLETING THE DRILLING PROCESS AS DIRECTED BY TWAD BOARD OFFICERS- Sl. No. 1 -b
Borewell sub mercible pumpset 50x175lpm Mtr head
7.5HP Panel board consist of following 1.Voltmeter and ammeter suitable for above pumpset
4sqmm submersible cable
7/20 gi wire (GI No.8 wire and No. 6 wire )
6sqm multistrand Copper wire
40mm UPVC column Pipe
UPVC Pipe Adopter
50mm GI Elbow
50mm GI Pipe
50mm GI Coupling
50mm GI Flange set
50mm GI Tee
25mm GI Service pipe
Wooden board (600 x 600mm)
Kiosk box
5ams switch
Thread ball
Insulation tape
Earth Plate
63ams fuse unit
63ams main switch
50mm Barrel pit (0.30m)
Shellac
50mm GM Gate Valve
50mm NR Valve
50mm bore MS clamp set
Cost of (63 mm PVC pipe 6 ksc) (main line)
Cost of (63 mm PVC pipe 4 ksc)
63 mm PVC Elbow
PVC Adhesive (Solution)
Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after Pipe laying works. (194.13+22.01+26.87)
Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days. P-204 17c TWAD 2024-25
Construction of Bore Well Production Platform
Construction Pedestal for KIOSK
Provision for Name Board Charges
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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