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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-Finance | ₹8.5 L | 1 | Accepted-Finance Committee decision |
| 2 | 2₹8.5 LRejected-Finance | ₹8.5 L | 2 | Rejected-Finance Committee decision |
| Sl No | Description | Qty | Unit | RAJAIAH J L2 | Daniel Jebarajan L1 |
|---|---|---|---|---|---|
| 1.00Earthwork 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 | |||||
| 2.00 | First depth of 2m | 25.92 | cum | 265 ₹6,868.80 | 263.7 ₹6,835.10 |
| 3.00 | Second depth of 1m | 1.3 | cum | 265 ₹344.50 | 263.7 ₹342.81 |
| 4.00 | Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidation etc complete as directed by TWAD Board officers. | 1.3 | cum | 1,808 ₹2,350.40 | 1,807.4 ₹2,349.62 |
| 5.00 | Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete as directed by TWAD Board officers. | 1.94 | cum | 5,450 ₹10,573 | 5,440 ₹10,553.60 |
| 6.00RCC 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 excess usage of materials) etc complete for 10 cum. | |||||
| 7.00 | For items 1.5m to 4.5m below GL | 1.76 | cum | 9,190 ₹16,174.40 | 9,189.6 ₹16,173.70 |
| 8.00 | For items 0 to 1.50m below GL | 1.18 | cum | 9,055 ₹10,684.90 | 9,050.8 ₹10,679.94 |
| 9.00 | For items 0m to 4.5m above GL | 2.26 | cum | 9,195 ₹20,780.70 | 9,191.9 ₹20,773.69 |
| 10.00 | For items 4.51m to 7.32 m above | 3.57 | cum | 9,470 ₹33,807.90 | 9,469.8 ₹33,807.19 |
Tender Value
Refer Docs
EMD Value
₹10,240
Closing Date
13 Feb 2026, 3:00 pmClosed
President, Village Panchayat Ulagankulam
Village Panchayat Office, Ulagankulam
Construction of 20000 Liters RCC OHT with 7.5 mt Staging hight Boothaththankudiyiruppu at UlagankulamPanchayat Cheranmahadevi Panchayat Union
2026_RDTN_653240_1
1/2025-26 Ulagankulam OHT
Open Tender
Civil Works
180 days
Ulagankulam
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,240
16 Feb 2026
9 Feb 2026
13 Feb 2026
9 Feb 2026
13 Feb 2026
9 Feb 2026
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 of 2m
Second depth of 1m
Supplying and filling in foundation, basement, etc with filling M.Sand in layers of not more than 15 cm thick well watered, rammed and consolidation etc complete as directed by TWAD Board officers.
Cement Concrete 1:4:8 0 (one cement, four sand and eight course aggregate jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including 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 excess usage of materials) etc complete for 10 cum.
For items 1.5m to 4.5m below GL
For items 0 to 1.50m below GL
For items 0m to 4.5m above GL
For items 4.51m to 7.32 m above
For items above 7.32 m & up to 10.98 m from GL
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 welded MS angles...
PLANE SURFACES
Below G.L. & Upto 3.30 m ht
Curved Surface
Square column
Below G.L.
Exterior Emulsion painting two coats with best approved quality and colour paint over one coat of Base coat including cost and convyance of all materials to work site and labour charges etc., complete.
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 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 60,000 lit. capacity OHT of suitable inclined length, including bottom anchorage and transportation and as directed by TWAD Board officers.
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 and as directed by TWAD Board officers. (Vide seperate Sheet)
Providing GI ventilating arrangements mosquito proof nylon net with 110 mm PVC pipes and cowl and as directed by TWAD Board officers
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 and as directed by TWAD Board officers.
Refilling the foundation with excavated earth including consolidation as directed by the TWAD Board officers.
Supply and Delivery of 75mm 6KSC PVC Pipe including all cost and Conveyance etc Complete
Supply and Delivery of 65mm 65 Gi Pipe including all cost and Conveyance etc Complete
Earth Work Excavation in all Classes of Soil For Pipeline including all cost and Conveyance etc Complete
Laying and Jointing of 75mm PVC Pipe including all cost and Conveyance etc Complete
Laying and Jointing of 65 GI Pipe including all cost and Conveyance etc Complete
Refilling Charges including all cost and Conveyance etc Complete
Supply and fixing of Gate valve 65mm
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