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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H7₹45.0 L−₹8.3 L (15.6%)Accepted-AOC | ₹45.0 L−₹8.3 L (15.6%) | H7 | Accepted-AOC lowest amount |
| 2 | H1₹53.3 LRejected-Finance | ₹53.3 L | H1 | Rejected-Finance HIGH |
| 3 | H2₹53.3 L−₹4,553 (0.09%)Rejected-Finance | ₹53.3 L−₹4,553 (0.09%) | H2 | Rejected-Finance HIGH |
| 4 | H3₹52.4 L−₹92,693 (1.74%)Rejected-Finance | ₹52.4 L−₹92,693 (1.74%) | H3 | Rejected-Finance HIGH |
| 5 | H4₹51.5 L−₹1.8 L (3.36%)Rejected-Finance | ₹51.5 L−₹1.8 L (3.36%) | H4 | Rejected-Finance HIGH |
| Sl No | Description | Qty | Unit | MANIKANDAN H1 | MJD CONSTRUCTION AND ENGINEERING CONTRACTORS P LTD H3 | I.Kezhson H4 | SGJ CONSTRUCTIONS H2 | T. GEORGE STEPHEN H6 | C KRISHNANWORKS CONTRACTOR H7 | P. ARULAPPAN H5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 1,070 | M2 | 23.36 ₹24,995.2 | 15 ₹16,050 | 20 ₹21,400 | 30 ₹32,100 | 9 ₹9,630 Lowest | 19.86 ₹21,250.2 | 20.86 ₹22,320.71 |
| 2.00 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per HW-WO143 | 428 | M2 | 333.06 ₹1,42,549.68 | 350 ₹1,49,800 | 450 ₹1,92,600 | 340 ₹1,45,520 | 126 ₹53,928 Lowest | 280.5 ₹1,20,054 | 294.69 ₹1,26,127.32 |
| 3.00 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone 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 complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 402 | M3 | 5,414.3 ₹21,76,548.6 | 5,300 ₹21,30,600 | 5,100 ₹20,50,200 | 5,295 ₹21,28,590 | 4,608 ₹18,52,416 | 4,481.38 ₹18,01,514.76 Lowest | 4,708.03 ₹18,92,628.04 |
| 4.00 | Plain Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 402 | M3 | 7,300 ₹29,34,600 | 7,200 ₹28,94,400 | 7,090 ₹28,50,180 | 7,335 ₹29,48,670 | 6,408 ₹25,76,016 | 6,217.9 ₹24,99,595.8 Lowest | 6,532.38 ₹26,26,018.49 |
| 5.00 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge. | 81 | M2 | 350 ₹28,350 | 350 ₹28,350 | 300 ₹24,300 | 480 ₹38,880 | 270 ₹21,870 Lowest | 412.25 ₹33,392.25 | 433.11 ₹35,081.51 |
| 6.00 | Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH | 97 | M3 | 250 ₹24,250 | 200 ₹19,400 | 140 ₹13,580 Lowest | 340 ₹32,980 | 180 ₹17,460 | 246.85 ₹23,944.45 | 259.4 ₹25,161.67 |
Tender Value
₹64 L
EMD Value
₹64,000
Closing Date
25 Feb 2026, 3:00 pmClosed
Executive Officer, Mulagumoodu TP
Mulagumoodu TP Office
Providing Cement Concrete road at Kodiyoor Thamaraikulam to Anbarpuram Road , Azhahivilai Road, Kootamavu cross road 1 , Kootamavu cross road 2, Kootamavu cross road 3 in Mulagumoodu Town Panchayat
2026_DTP_655313_1
50/2026
Open Tender
Civil Works
Works
Mulagumoodu TP
as per bid document
3 documents required · 3 mandatory
₹0
₹64,000
Yes
Mulagumoodu TP Office
5 Sept 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
25 Feb 2026
11 Feb 2026
11 Feb 2026 - 25 Feb 2026
14 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Picking the existing surface 3 to 5 cm deep removal of picked up staff to the side berms and using the useful metal to the road hand packing to camber sectioning levelling etc.,complete as per including labour charges for picking and other tools and plants etc., complete as per standard specifications. 404 of MORTH | 1,070 | M2 | - | - |
| 2 | Supplying and erecting centering to sides and soffits including supports and strutting with necessary centering for soffits upto 3 meter height using mild steel sheet of size 90 cm x 60 cm x 10 mm gauge with MS angles of size 25mm x 25mm x 3mm laid over silver oak (CW) joists of size 10cm x 6cm spaced upto 90cm c/c and casurina props or 10 cm to 13 cm dia spaced at 0.750 cm c/c complying with standard specifications as per HW-WO143 | 428 | M2 | - | - |
| 3 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone 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 complying with standard specification and as directed by the departmental officers -Mixing by mechanical means | 402 | M3 | - | - |
| 4 | Plain Cement concrete 1:1½:3 (one part of cement one and a half part of sand and three part of aggregates) using 20 mm for wearing coat including laying, compacting, finishing and curing etc., complete as per standard specifications and as directed by the departmental officers. - Mixing by mechanical means | 402 | M3 | - | - |
| 5 | Providing and fixing bitumen tar pad including cost and conveyance of expansion joints, shallimar pad and jointing seal lands and fixing them in position etc. complete as per standard specification as directed by Engineer in charge. | 81 | M2 | - | - |
| 6 | Providing and laying Well Gravel to the specified thick including cost and conveyance of Well gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH | 97 | M3 | - | - |
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