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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.6 LAccepted-AOC | ₹87.6 L Quoted ₹89.8 L | L1 | Accepted-AOC First Lowest amount quoted by the bidder |
| 2 | L2₹92.6 LRejected-AOC | ₹92.6 L | L2 | Rejected-AOC Second Lowest amount quoted by the bidder |
| 3 | L3₹93.7 LRejected-AOC | ₹93.7 L | L3 | Rejected-AOC Third Lowest amount quoted by the bidder |
| Sl No | Description | Qty | Unit | Target Builderz L1 | P.C. ANTHONI MARIYA GRATAS L2 | VARGEESH CONSTRUCTION L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth , shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil for foundation as directed by the departmental officers as per standard specification SS 20 B including 1/3 of refilling with excavated earth (other than sand ) etc., | 389 | Cum | 290 ₹1.1 L | 300 ₹1.2 L | 300 ₹1.2 L |
| 2.00 | Providing and placing in position of Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work. | 145.5 | Cum | 5,900 ₹8.6 L | 6,000 ₹8.7 L | 6,150 ₹8.9 L |
| 3.00Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid. | ||||||
| 3.01 | Centering without strutting | 220 | Sqm | 1,000 ₹2.2 L | 1,100 ₹2.4 L | 1,150 ₹2.5 L |
| 3.02 | Centering with strutting upto 3.29m height | 1,140 | Sqm | 1,110 ₹12.7 L | 1,200 ₹13.7 L | 1,300 ₹14.8 L |
| 4.00 | Providing and placing in position of Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) 60% of nominal maximum size of 40mm metal and 40% of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work. | 747 | Cum | 6,580 ₹49.2 L | 6,700 ₹50.0 L | 6,650 ₹49.7 L |
| 5.00 | Providing construction contraction and lift joints in concrete including plastic mastic/ Tar Pad of 20mm thick. (1.04Kg of asphalt and 3.625m2 mastic pad required for 1Rm) at vertical joints inside of wall in required size as specified in the drawings and specification etc., complete complying with standard spedification and aa directed by the departmental officers (For Protective wall). | 44 | Sqm | 780 ₹34,320 | 780 ₹34,320 | 770 ₹33,880 |
| 6.00 | Providing and fixing weep holes of 110mm dia PVC pipe to the required length in protective wall including cost of all material conveyance the work site including labour charges for 90cm. sphericol Touch for size broken stone granite charges for fixing etc., complete to drain the backfill ( Working pressure 4 Kg/cm2) | 52 | Rm | 210 ₹10,920 | 220 ₹11,440 | 210 ₹10,920 |
| 7.00 | Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10 m and forming bund on either sides and depositing the earth on banks including jungle clearence etc complete complying as directed by the departmental officers. | 2,232 | Cum | 60 ₹1.3 L | 60 ₹1.3 L | 55 ₹1.2 L |
| 8.00 | Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearence etc complete complying as directed by the departmental officers.( Having width of 3m - 10m) | 1,203 | Cum | 50 ₹60,150 | 50 ₹60,150 | 48 ₹57,744 |
Tender Value
₹88 L
EMD Value
₹54,000
Closing Date
29 Sept 2025, 3:00 pmClosed
Superintending Engineer,WRD
O/o Superintending Engineer,WRD, Thamiraparani Basin CIrcle, Tirunelveli -627 002.
Construction of Protective wall in Theraikal Left Bank in between L.S.3/500 and L.S.3/800 Km at Nesavalar Colony in Thirupathisaram Village of Thovalai Taluk in Kanniyakumari District.
2025_WRD_607362_1
04SE/TBC/TNY/2025-26
Open Tender
Civil Works - Water Works
180 days
Thirupathisaram
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹54,000
15 Mar 2026
22 Sept 2025
30 Sept 2025
22 Sept 2025
29 Sept 2025
22 Sept 2025
Amount
Earth work excavating and depositing on bank with an initial lead of 10m and initial lift of 2m in hard stiff clay, stiff black cotton hard red earth , shales, murram, gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil for foundation as directed by the departmental officers as per standard specification SS 20 B including 1/3 of refilling with excavated earth (other than sand ) etc.,
Providing and placing in position of Plain Cement concrete of M-10 using broken hard granite coarse aggregate (well graded) of nominal maximum size of 40mm to IS specified grading and using crushed stone sand(m-sand) ( to achieve the specified characteristic strength of 10 N / mm² in 28 days ) and mixing the incredients in approved mixer including dewatering of the placement site by baling/pumping and diverting wherever necessary placing in layers and watering, curing, finishing the surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specification etc., complete complying with standard specifications and as directed by the Engineer incharge of work.
Supplying and erecting water tight steel centering for sides and soffits including supports and strutting upto 3.29M height for plain surface such as RCC slab, vertical slabs, side slabs of RCC works with all cross bracings using mild steel B.G.10gauge sheets of size 90cm x60cmx10 gauge stiffened with welded mild steel angles of size 25mm x25mmx3mm for boarding laid over silver oak(country wood) joists of size 10cmx6.5 spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc., complete complying with standard specification and as directed by the Engineer incharge of work (The retrieved materials should be taken back by the contractor). The payment should be made after the concrete is laid.
Centering without strutting
Centering with strutting upto 3.29m height
Providing and placing in position of Plain Cement concrete of mix M-15 Graded mix using broken hardgranite coarse aggregate (well graded) 60% of nominal maximum size of 40mm metal and 40% of nominal maximum size of 20mm and down graded to I.S. specified grading using crushed stone sand(m-sand) (to achieve the specified characteristic strength of 15N/mm² in 28 days ) and mixing the ingredients in approved mixture including dewtering of the placement site by baling / pumping and diverting wherever necessary placing in layers and vibrating, watering, curing, finishing this surface with all leads and lifts etc., complete in all respects so as to attain the profile and strength as specified in the approved drawings and specifications etc., complete complying with standard specification and as directed by the Engineer in charge of work.
Providing construction contraction and lift joints in concrete including plastic mastic/ Tar Pad of 20mm thick. (1.04Kg of asphalt and 3.625m2 mastic pad required for 1Rm) at vertical joints inside of wall in required size as specified in the drawings and specification etc., complete complying with standard spedification and aa directed by the departmental officers (For Protective wall).
Providing and fixing weep holes of 110mm dia PVC pipe to the required length in protective wall including cost of all material conveyance the work site including labour charges for 90cm. sphericol Touch for size broken stone granite charges for fixing etc., complete to drain the backfill ( Working pressure 4 Kg/cm2)
Earth work excavation deploying earth moving machinery for desilting channel having a width of more than 10 m and forming bund on either sides and depositing the earth on banks including jungle clearence etc complete complying as directed by the departmental officers.
Earth work deploying earth moving machinery for desilting channel and forming bund on either side and depositing the earth on banks including jungle clearence etc complete complying as directed by the departmental officers.( Having width of 3m - 10m)
P.C. ANTHONI MARIYA GRATAS (BID ID -1473529)
VARGEESH CONSTRUCTION (BID ID -1473509)
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