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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | ₹19.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Evaluation Rejected |
| Sl No | Description | Qty | Unit | SANGEETHA L1 | SURESH BABU R L2 |
|---|---|---|---|---|---|
| 1.00Part-I Construction of 30000 Ltr OHT With Providing Pipeline Exetension of Melakavanur Habitation in Melakavanur Panchayat. | |||||
| 1.01 | Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | 47.02 | Cum | 263.78 ₹12,402.94 | 264 ₹12,413.28 |
| 1.03 | Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B | 9.22 | Cum | 276.2 ₹2,546.56 | 277 ₹2,553.94 |
| 1.04 | Sand filling with clear river sand including cost of sand watering, ramming and consolidation etc. complete a | 0.58 | Cum | 2,011 ₹1,166.38 | 2,015 ₹1,168.70 |
| 1.05 | Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete as | 3.46 | Cum | 5,892.81 ₹20,389.12 | 5,893 ₹20,389.78 |
| 1.06RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete | |||||
| 1.07 | Below 1.5m from GL | 8.5 | Cum | 9,630.34 ₹81,857.89 | 9,631 ₹81,863.50 |
| 1.08 | 0m to 1.50m below GL | 1.75 | Cum | 9,769.11 ₹17,095.94 | 9,770 ₹17,097.50 |
| 1.09 | 0m to 4.50m above GL | 2.83 | Cum | 9,771.41 ₹27,653.09 | 9,772 ₹27,654.76 |
| 1.10 | 4.50 m to 7.32 m above GL | 2.22 | Cum | 10,049.3 ₹22,309.45 | 10,050 ₹22,311 |
Tender Value
Refer Docs
EMD Value
₹39,420
Closing Date
29 Jan 2026, 3:00 pmClosed
THE BLOCK DEVELOPMENT OFFICER (B.PT)
PANCHAYAT UNION OFFICE,PARAMAKUDI
Construction of 30000 Ltr OHT With Providing Pipeline Exetension of Melakavanur Habitation in Melakavanur Panchayat.
2026_RDTN_646336_1
PMK-15THFC -25-26
Open Tender
Civil Works
120 days
PANCHAYAT UNION OFFICE, PARAMAKUDI
Please Refer Tender Documents
2 documents required · 2 mandatory
₹0
₹39,420
10 Feb 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
Part-I Construction of 30000 Ltr OHT With Providing Pipeline Exetension of Melakavanur Habitation in Melakavanur Panchayat.
Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Sand filling with clear river sand including cost of sand watering, ramming and consolidation etc. complete a
Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete as
RCC 1:1.5:3 using 20mm HBGS excluding cost of reinforcement, centering, shuttering strutting, but including cost of mixing concrete, placing, vibrating with mechanical vibrator, finishing, curing etc. complete
Below 1.5m from GL
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 erecting 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 25mm x 25mm x 3mm of boarding, laid over Silver Oak joists of size 10cm X 6.5cm space at 10cm c/c and supported by Casurino Props 10cm - 13cm spaced at 75cm c/c etc., complete a
Plain 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 12.30m ht
Curved Surface - upto 3.30m ht.
Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete.and as directed by the TWAD Board officers.
Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the 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 RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by TWAD Board Officers.
Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges
Provision for pipe connection arrangements for inlet, outlet scour and overflow etc. including cost of pipes, specials, valve, labour charge for lifting, aligning, cutting, threading, fixing and painting of GI pipes with two coats of approved quality enamel paint etc., complete and as directed by TWAD Board officers
65mm GI pipes for inlet connection
65mm GI pipes for over flow & rain water harvesting pipe
50mm GI pipes for scour pipe
65mm GI pipe for delivery pipe
90mm PVC Threaded coupler
63mm PVC Threaded coupler
65mm dia GI Tee
65mm dia GI bend 90
65mm GI coupler
65mm GI union
65mm GI Elbow
50mm GI union
50mm GI Elbow
65mm GI Tee
65x50mm GI reducer
65mm GM gate valve
50mm GM gate valve
63mm PVC 6KSC Pipe
Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Supply and Delivery of following PVC Pipes
Conveyence of the following rigid Pvc Pipes, Lowering to trenches and laying to proper grade and alignment etc complete
Refilling the foundation with excavated earth including consolidation
Provision for Soakpit Arrangements
Earthwork excavation and depositing on bank with an initial lead of 10 m and lift of 2m in Hard stiff clay blcak cotton, hard red earth, shales, murram, ordinary gravel, stoney earth and earth mixed with small size boulders for foundation SS 20B
Sand filling with clear river sand including cost of sand watering, ramming and consolidation etc. complete a
Cement concrete 1:4:8 (One cement four sand and eight aggregates) using 40mm HBGS for leveling course including the cost of mixing concrete, ramming, curing etc. complete as
Brick work with cement mortar 1:5 mix using country bricks of size 83/4"x41/4"x2" for foundation and basement and superstructure inculding cost and conveyance of all materiales curing etc ,complete.
Cement concrete 1:2:4 mix usin 20 mm ISS metal inculding cost and coveyance of all materials to site including labour for mixing ,l aying,curing etc complete.,
Plastering with Cement Morter 1:5 mix 12 mm thick inculding cost and conveyance of all materials to site and labour charges for curing etc
Supply and fixing 110 mm dia PVC 6KSC Pipes
Supply and filling of 40mm Metal including cost and conyence of sand to work site including all laboour charges for filling etc complete
Supply and filling of 20mm Metal including cost and conyence of sand to work site including all laboour charges for filling etc complete
Supply and fixing of RCC Rings 900mm dia for Leachpit including all charges etc complete
Supply and fixing of RCC Cover slab 900mm dia for Leachpit including all 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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