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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.3 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹14.5 L+₹18,826.91 (1.32%)Rejected-Finance GURUGURAM | GURUGRAM | HARYANA | 122001 | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | SANTHOSHARIDEVAN AND CO L2 | Vetrivelavan Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Earth work excavation below G.L. and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil First depth of 0 to 2 m | 295.83 | m3 | 300 ₹88,749 | 246.5 ₹72,922.1 Lowest |
| 2.00 | For Pipe Line | 2.3 | m3 | 258 ₹594.43 Lowest | 258 ₹594.43 Lowest |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers | 2.3 | m3 | 1,458 ₹3,359.23 Lowest | 1,458 ₹3,359.23 Lowest |
| 4.00 | PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL. | 3.46 | m3 | 5,055.4 ₹17,471.46 Lowest | 5,055.4 ₹17,471.46 Lowest |
| 5.00 | RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m & upto 4.50 m BGL | 7.58 | m3 | 8,780.5 ₹66,556.19 Lowest | 8,780.5 ₹66,556.19 Lowest |
| 6.00 | 0m to 1.50m below GL | 1.75 | m3 | 8,780.5 ₹15,358.19 Lowest | 8,780.5 ₹15,358.19 Lowest |
| 7.00 | 0m to 4.50m above GL | 2.83 | m3 | 8,894.25 ₹25,162.95 Lowest | 8,894.25 ₹25,162.95 Lowest |
| 8.00 | 4.50 m to 7.32 m above GL | 2.22 | m3 | 9,118 ₹20,281.4 Lowest | 9,118 ₹20,281.4 Lowest |
| 9.00 | 7.32 m to 10.98 m above GL | 2.53 | m3 | 9,341.8 ₹23,604.16 Lowest | 9,341.8 ₹23,604.16 Lowest |
| 10.00 | 10.98 m to 14.64 m above GL | 11.4 | m3 | 9,565.5 ₹1,09,021.2 Lowest | 9,565.5 ₹1,09,021.2 Lowest |
Tender Value
Refer Docs
EMD Value
₹36,000
Closing Date
19 Aug 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Officer
Pillanallur Town Panchayat
Construction of 30,000 Litre OHT (12 M stage) at Ward no.8 Nadutheru in Pillanallur Town Panchayat.
2025_DTP_591079_1
139/2025/2
Open Tender
Civil Works
Works
180 days
Pillanallur Town Panchayat
OHT
3 documents required · 3 mandatory
₹0
₹36,000
Yes
Pillanallur Town Panchayat
22 Aug 2025
9 Aug 2025
20 Aug 2025
9 Aug 2025
19 Aug 2025
9 Aug 2025
9 Aug 2025 - 19 Aug 2025
13 Aug 2025
Amount
Earth work excavation below G.L. and depositing on bank within an initial lead of 10m and an initial lift of 2m for the following classification of soil First depth of 0 to 2 m
For Pipe Line
Sand filling for foundation with clear river sand including cost of sand,watering,ramming and consolidation etc complete as directed by TWAD Bord officers
PCC 1:4:8 using 40mm HBG metal including mixing curing etc.,below 1.50 m & upto 4.50 m depth BGL.
RCC in M 30 mix using10mm& 20mm size HBG metal excluding cost of reinforcement and centering but including cost of mixing, laying, curing, finishing etc.complete Below 1.5m & upto 4.50 m BGL
0m to 1.50m below GL
0m to 4.50m above GL
4.50 m to 7.32 m above GL
7.32 m to 10.98 m above GL
10.98 m to 14.64 m above GL
14.64 m to 18.30 m above GL
Supplying and errecting centering to sides and soffits including supports and strutting for drainage sides and culvert body wall sides using 90cm x 60cm and B.G 10 stifened with welded mild steel angles of size 25mm x 25mm x 3mm for boarding laid over( silver oak joists ) of size 10cm x 6.50cm spread at about 90cm including all labour charges and cost and conveyance of all materials to site etc. complete complying with standard specification. TNDSS NO: 30&86 PLANE SURFACE Below GL
From GL to 3.30m
From 5.30m to 6.30m above GL
From 8.30m to 9.30m above GL
From 11.30m to 12.30m
Square Column: Square Column Below GL and upto 3.30m above GL
3.31m to 4.30m ht
4.31m to 5.30m ht
5.31m to 6.30m ht
6.31m to 7.30m ht
7.31m to 8.30m ht
8.31m to 9.30m ht
9.31m to 10.30m ht
10.31m to 11.30m ht
11.31m to 11.40m ht
Curved Surfaces Curved Surface - upto 3.30m ht.
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. ( As per separate sheet )
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
Fabrication, supply, delivery and fixing of outside MS Ladder of 45cm clear wide made out of 50 mm x 50mm x 6mm MS angle for both sides and for steps at 30cm C/C welded jointed etc ., for I staging from GL to 1st level brace (weight 4.5kg/m) IInd and IIIrd staging upto floor slab and IVth staging from floor slab to roof top. Supply, delivery and fixing of 32 mm GI pipes medium for hand rails from I stage to IVth stage. RCC M30 Grade mix for Landing slab 5 Nos. at Ground Level- 1No. and above Ground Level - 4Nos. Supply and fixing of 32mm GI pipe medium for hand rails for the Landing slab. Supplying and fixing of MS Base plate of 100mm X 100mm X 6mm thick for fixing Anchore fastener bolt for fixing of hand rails at Landing slab and MS Ladder providing locking arrangements with two coats of approved enamel paint over one coat of red oxide paint as per approved Type Design and as directed by TWAD board officers.
Providing and fixing of RCC inner access ladder in M30 (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 curing etc
Providing Ventilating arrangements with 50 mm GI pipes with mosquito proof nylon net and as directed by TWAD Board officers
Providing cut stone slab in CM 1:3 of size 0.45 m x 0.45 m x 0.15 m and as directed by TWAD Board officers
Providing manhole cover of size 1x1 0.60 X 0.60M in CI with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges and as directed by TWAD Board officers.
Painting TWAD Board emblem on the SR with enamel paint as per Board's specification and as directed by TWAD Board officers
Supply,delivery and fixing of pipes and specials for OHT connections 50 mm GI Pipe for scour
65 mm GI Pipe for inlet , Outlet and Overflow
63 mm OD PVC 6 ksc pipe for drainage arrangements
75 mm PVC Threaded Coupler
63 mm PVC Threaded Coupler
65 mm GI elbow
50 mm GI Elbow
65x65x65 mm GI Tee
65 mm GI coupling
65 mm Flange set
50 mm Flange set
65 mm GM Gatevalve
50 mm GM Gatevalve
75 mm X 63 mm PVC Reducer
90 mm X 75 mm PVC Reducer
65x50 mm GI Reducer
75mm PVC pipe
75mm PVC Tee
75mm PVC Elbow
Labour charges for SR Pipe connection
RCC Slab for writing board
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
RWH arrangements including recharge / soak pit
SANTHOSHARIDEVAN AND CO (BID ID -1430678)
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