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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.5 LAccepted-Finance | ₹19.5 L | L1 | Accepted-Finance Quoted low rate |
| 2 | L2₹19.9 LRejected-Finance | ₹19.9 L | L2 | Rejected-Finance Quoted high rate |
| Sl No | Description | Qty | Unit | C SELVARASU L2 | T KALAIVANAN L1 |
|---|---|---|---|---|---|
| 1.00 | Construction of 30000 Ltr OHT at Peramangalam in Peramangalam 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 earth and earth mixed with small size boulders for foundation SS 20B First depth | 50 | cum | 269.06 ₹13,453 | 263.5 ₹13,175 |
| 2.00 | II nd depth | 10 | cum | 416.32 ₹4,163.20 | 408 ₹4,080 |
| 3.00 | Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification. | 3.75 | cum | 1,989.47 ₹7,460.51 | 1,950 ₹7,312.50 |
| 4.00 | Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for foundation | 2.5 | cum | 5,774.56 ₹14,436.40 | 5,661 ₹14,152.50 |
| 5.00 | Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - Footing side | 8.8 | Sqm | 1,116.9 ₹9,828.72 | 1,095 ₹9,636 |
| 6.00 | Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification | 1.19 | Mtn | 93,873.7 ₹1.1 L | 92,033 ₹1.1 L |
| 7.00 | Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs | 6.8 | cum | 9,618.55 ₹65,406.14 | 9,429.5 ₹64,120.60 |
| 8.00 | Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle | 6.24 | Sqm | 1,340.28 ₹8,363.35 | 1,314 ₹8,199.36 |
| 9.00 | Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs | 0.47 | cum | 9,618.55 ₹4,520.72 | 9,429.5 ₹4,431.87 |
| 10.00 | 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 earth and earth mixed with small size boulders for foundation SS 20B - First depth | 0.42 | cum | 269.06 ₹113.01 | 263 ₹110.46 |
Tender Value
₹19.7 L
EMD Value
₹19,710
Closing Date
18 Dec 2025, 3:00 pmClosed
Block Development Officer (B.Pt)
Panchayat Union, Musiri
Construction of 30000 Ltr OHT at Peramangalam in Peramangalam Panchayat
2025_RDTN_633692_1
A2/1905/2025 Dt 17.12.2025
Open Tender
Civil Works
180 days
Musiri Panchayat Union
Please refer tender document
5 documents required · 5 mandatory
₹0
₹19,710
Yes
19 Dec 2025
17 Dec 2025
18 Dec 2025
17 Dec 2025
18 Dec 2025
17 Dec 2025
Amount
Construction of 30000 Ltr OHT at Peramangalam in Peramangalam 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 earth and earth mixed with small size boulders for foundation SS 20B First depth
II nd depth
Supplying and Filling foundation and basement with filling M-sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for foundation
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - Footing side
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification
Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
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 earth and earth mixed with small size boulders for foundation SS 20B - First depth
Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed for foundation
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification
Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
Refilling the foundation with excavated earth including watering and consolidation etc., complete.
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification
Reinforced Cement concrete 1:11/2:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs 2.72 - 3.02
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle - 3.02 - 3.3
Square Column - 3.30 - 4.30
Square Column - 4.30 - 5.30
Square Column - 5.30 - 5.74
Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 3.02 - 4.50
Column 4.50 - 5.74
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Gride beam - 5.74 - 6.04
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification
Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 5.74 - 6.04
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Gride beam - 6.04-6.3
Curve surface - 6.30-7.30
Curve surface - 7.30-8.30
Curve surface - 8.30-8.76
Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs - 6.04-8.76
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Plain surface - 8.76 - 9.06
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification
Reinforced Cement concrete M30 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or 3rd brace beam - 8.76-9.00
3rd brace beam - 9.00-9.06
Landing Beam Projection (8.76 - 9.00)
3rd brace beam - 9.00-9.06 Landing Beam Projection (9.00 - 9.06)
Supplying & Erecting centering for sides & soffits including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle Square Column (9.06 - 9.30)
Square Column (9.30 - 10.30)
Sq. Col. Cent. Rate (10.30 - 11.30)
Sq. Col. Cent. Rate (11.30 - 11.31)
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. Column From Third Brace beam Top to Floor (Grid) Beam Bottom (9.06 - 11.31)
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, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Floor (Grid) BEAM - (11.31-11.61)
Floor Slab Bottom including working space (11.61 - 11.61) (4.64+0.90+0.90 =6.44 dia)
Floor Slab side (0.00 - 0.24) Chainage Height (11.61-11.85)
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete As per Sl. No. 6 & 6 (A) of Steel Schedule
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. Grid (Floor) Beam (11.31 - 11.61)
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, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Curv. Surface haunch (slanding) (11.85 - 12.00) (4.00 - 0.15) = 3.85)
Curv. Surface Tank Side wall inner (12.30-13.30)
Curv. Surface Tank Side wall inner (13.30-14.30)
Curv. Surface Tank Side wall inner (14.30-14.75)
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. Haunch (11.85- 12.00)
Water Tank Side Wall (13.50-14.75)
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, laid over silver oak joints of size 10cm x 6.5cm spaceqat 90cm centre to centre and supported by casuarina props of 10cm to 13cm dia spaced at 75cm centre to centre complying with standard specifications etc., complete. Cover Slab Bottom (14.75-14.75)
Tank cover slab side wall (curved) (14.75-14.93)
Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete
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. Water tank cover slab (14.75-14.93)
Providing PVC ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl etc., complete.,
Providing manhole cover of size 0.60 m X 0.60 m in RCC 1: 1.5:3 with suitable reinforcement and 5O x 5O x 6mm MS angle fixed along edges etc., complete.,
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 curing etc., to required height and clear width of 4Scm consisting of two Nos. of ve~ical post of 10cm x lScm and step slab of 25mm x 25mm etc., complete.
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 centre to centre welded, jointed etc., providing with suitable side supports, clamps, and locking arrangements provided with one coat of red oxide paint for providing access to roof top of OHT of suitable inclined length, including bottom anchorage and transportation etc., complete.,
Providing cut stone slab in CM 1:3 etc., complete.,(.45x.45x.15)
Exterior Emulsion Paint two coats with approved exterior emulsion paint over one coat of priming coat over cement plastered exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete.
65mm dia GI pipes for over flow and RWH
65mm dia GI pipes for delivery pipe.
65mm dia GI pipes for delivery pipe.
50mm dia GI pipes for scour pipe.
65mm dia GI Tee
65mm dia GI Bend (Short)
65mm dia GI Coupler
65mm dia GI Union
65mm dia GI Elbow
50mm dia GI Union
50mm dia GI Elbow
65mm dia GI Tee
65mm dia GM Gate Valve
50mm dia GM Gate Valve
75mm PVC Threaded coupler
Cost of 90mm PVC pipe 6 ksc
90 mm PVC Bend
90 mm PVC Elbow
63 mm PVC Bend
63 mm PVC Elbow
PVC Adhesive (Solution) (P. 130 TWAD)
Earth work excavation in all soil for laying jointing of PVC Pipes and specials including refilling the trenches after people laying works. Pumping Line
Supply and fixing Erection of MS Grill with Painting charges etc.,
Supply, Delivery, erection and commissioning of Batch type electro chlorinator using common salt as raw material etc., Capacity in litres per day 25001 - 50000, WD-M1505 Page No - 110
Provision for Water meter, Dirt box, and Erection charges for delivery line from OHT (W.meter - 10147, Dirt box - 3291, Erection charges - 4008) WD-M1359 Page No - 93
Provision for Name Board
Provision for Photo 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}
C SELVARASU (BID ID -1537998)
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