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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 | 1₹7.1 LAccepted-Finance TIRUCHIRAPPALLI | TAMIL NADU | 620001 | 1 | Accepted-Finance L1 | |
| 2 | 2₹7.9 L+₹83,874.30 (11.8%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | 3₹8.4 L+₹1.4 L (19.1%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹9.1 L+₹2.0 L (27.9%)Rejected-Finance AGR ILLAM NO 5 LINGAM NAGAR KULUMANI ROAD WORAIYUR TRICHY 620003 | TIRUCHIRAPPALLI | TAMIL NADU | 620003 | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | R.SAMDIDURAI CONTRACTOR L2 | THILLAI CONSTRUCTION L3 | G R AND SONS L4 | K VEERAKUMAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Construction of New OHT 10000 Lit at Mallatchipuram in Kambarasampettai Panchayat in Andhanallur Block. 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 etc., for 0-2.00m Depth | 28.12 | Cum | 260 ₹7,312.5 Lowest | 275 ₹7,734.38 | 400 ₹11,250 | 263.78 ₹7,418.81 |
| 2.00 | II ND Depth | 2.81 | Cum | 272.74 ₹766.4 Lowest | 285 ₹800.85 | 300 ₹843 | 275.39 ₹773.85 |
| 3.00 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete. | 1.73 | Cum | 1,994.03 ₹3,449.67 | 2,070 ₹3,581.1 | 2,500 ₹4,325 | 1,950.46 ₹3,374.3 Lowest |
| 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. | 2.11 | Cum | 5,663.9 ₹11,945.17 | 5,880 ₹12,400.92 | 6,000 ₹12,654 | 5,656.06 ₹11,928.63 Lowest |
| 5.00 | 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, 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 and as directed by TWAD Board officers. for BELOW GL | 6 | Sqm | 540.65 ₹3,243.9 Lowest | 565 ₹3,390 | 600 ₹3,600 | 547.5 ₹3,285 |
| 6.00 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. | 2.01 | MT | 90,768.41 ₹1,82,444.5 Lowest | 94,215.32 ₹1,89,372.79 | 91,500 ₹1,83,915 | 91,910.02 ₹1,84,739.14 |
| 7.00 | RCC 1:1 1/2:3 mix 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 for MAT CONCRETE | 4.82 | Cum | 9,354.61 ₹45,079.87 Lowest | 9,710 ₹46,792.49 | 9,500 ₹45,780.5 | 9,415.94 ₹45,375.41 |
| 8.00 | RCC 1:1 1/2:3 mix 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 for MAT CONCRETE | 0.45 | Cum | 9,354.61 ₹4,209.57 | 9,710 ₹4,369.5 | 9,500 ₹4,275 | 6 ₹2.7 Lowest |
| 9.00 | 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 etc., for 0-2.00m Depth | 1.13 | Cum | 260.48 ₹294.34 Lowest | 275 ₹310.75 | 300 ₹339 | 263.78 ₹298.07 |
| 10.00 | 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. | 0.32 | Cum | 5,663.8 ₹1,812.42 | 5,880 ₹1,881.6 | 5,900 ₹1,888 | 5,656.06 ₹1,809.94 Lowest |
Tender Value
₹8.1 L
EMD Value
₹8,500
Closing Date
25 Sept 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
BDOAndhanallur
BDO Andhanallur
Construction of New OHT 10000 Lit at Mallatchipuram in Kambarasampettai Panchayat in Andhanallur Block
2026_RDTN_701139_1
A2/3070/26
Open Tender
Civil Works - Others
Item Rate
90 days
Andhanallur
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹8,500
Yes
1 Oct 2026
3 Sept 2026
25 Sept 2026
3 Sept 2026
25 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Construction of New OHT 10000 Lit at Mallatchipuram in Kambarasampettai Panchayat in Andhanallur Block. 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 etc., for 0-2.00m Depth | 28.13 | Cum | - | - |
| 2 | II ND Depth | 2.81 | Cum | - | - |
| 3 | Sand filling for foundation with clear river sand including cost of sand watering, ramming and consolidation etc complete. | 1.73 | Cum | - | - |
| 4 | 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. | 2.11 | Cum | - | - |
| 5 | 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 and as directed by TWAD Board officers. for BELOW GL | 6 | Sqm | - | - |
| 6 | Supplying, fabricating and placing in position of HSD steel rods for Reinforcement including the cost of steel and binding wire etc., complete. | 1 | MT | - | - |
| 7 | RCC 1:1 1/2:3 mix 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 for MAT CONCRETE | 4.82 | Cum | - | - |
| 8 | RCC 1:1 1/2:3 mix 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 for MAT CONCRETE | 0.45 | Cum | - | - |
| 9 | 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 etc., for 0-2.00m Depth | 1.13 | Cum | - | - |
| 10 | 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. | 0.32 | Cum | - | - |
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