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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹79.2 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹79.3 L+₹12,252.93 (0.15%)Admitted-Finance 727 EAST KATTU KOTTAI NADUVALUR POST GANGAVALLI TK SALEM DT | L2 | Admitted-Finance | |
| 3 | L3₹82.8 L+₹3.6 L (4.51%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹87.7 L+₹8.5 L (10.8%)Admitted-Finance EAST CROSS STREET AT 67 M LENGTH IN VEERAGANU VEERAGANUR TOWN PANCHAYAT SALEM DISTRICT | L4 | Admitted-Finance | |
| 5 | L5₹89.8 L+₹10.6 L (13.4%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | OM MURUGA CONSTRUCTIONS L5 | KALYAA CONSTRUCTIOn L1 | A.R.Constructions L2 | SRI AMMAN CONSTRUCTIONS L4 | KULLATHAMBI KARUPPAYI L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Upgradation of the road from M.V.Colony Manjhal mandiyar kadu to Pookarar Periyasamy kadu Km 0/0 - 1/250 | ||||||||
| 2.00 | Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete. | 1,496.52 | Sqm | 8 ₹11,972.16 | 5.66 ₹8,470.3 | 5 ₹7,482.6 Lowest | 6 ₹8,979.12 | 6.36 ₹9,517.87 |
| 3.00 | Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20 A. | 673.43 | Cum | 135 ₹90,913.05 | 117.38 ₹79,047.21 | 100 ₹67,343 Lowest | 131 ₹88,219.33 | 131.89 ₹88,818.68 |
| 4.00 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS | 205.77 | Cum | 350 ₹72,019.5 | 303.55 ₹62,461.48 | 300 ₹61,731 Lowest | 341 ₹70,167.57 | 341.07 ₹70,181.97 |
| 5.00 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . | 174.42 | Cum | 2,750 ₹4,79,655 | 2,369.32 ₹4,13,256.79 Lowest | 2,500 ₹4,36,050 | 2,662 ₹4,64,306.04 | 2,382.55 ₹4,15,564.37 |
| 6.00Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete. | ||||||||
| 7.00 | KM 0/0-1/0 | 560.87 | Cum | 2,850 ₹15,98,479.5 | 2,457.17 ₹13,78,152.94 Lowest | 2,500 ₹14,02,175 | 2,760 ₹15,48,001.2 | 2,660.87 ₹14,92,402.16 |
| 8.00 | KM 1/0-1/25 | 140.63 | Cum | 2,850 ₹4,00,795.5 | 2,457.17 ₹3,45,551.82 Lowest | 2,500 ₹3,51,575 | 2,760 ₹3,88,138.8 | 2,660.87 ₹3,74,198.15 |
| 9.00Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. | ||||||||
| 10.00 | KM 0/0-1/0 | 3,739.12 | sqm | 90 ₹3,36,520.8 | 76.97 ₹2,87,800.07 | 75 ₹2,80,434 Lowest | 87 ₹3,25,303.44 | 83.84 ₹3,13,487.82 |
Tender Value
₹93.4 L
EMD Value
₹94,000
Closing Date
20 Feb 2026, 3:00 pmClosed
Joint Director/Project Director
DRDA,Salem
Salem District - Thalaivasal Block - Upgradation and Five Year Maintenance of Manivilunthan colony manjal mandiyar kadu to Pookarar periyasamy kadu in NABARD - RIDF- 2026-2027 Package No.14
2026_RDTN_656804_21
Roc.No.875/2026/A3
Open Tender
Civil Works - Roads
Item Wise
180 days
DRDA
As per tender document
3 documents required · 3 mandatory
₹0
₹94,000
DRDA,Salem
5 Jun 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
20 Feb 2026
14 Feb 2026
16 Feb 2026
Upgradation of the road from M.V.Colony Manjhal mandiyar kadu to Pookarar Periyasamy kadu Km 0/0 - 1/250
Clearing the Scrub jungle by uprooting including all cutting charges and disposing of the products and clearing as directed by the departmental officers including all incidental charges etc., complete.
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20 A.
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) .
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.
Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it.
Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,
BC 25/30/40mm Thick (Grade-II) Using VG30 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5
Provision for Kilo Metre Stone - Nos
Provision for HectaMetre Stone - Nos
Provision for 1.50 m Span RCC Slab Culvert Km 0/005
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20B.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..
Below Ground Level
Above Ground Level
Deck slab
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works..etc…,
PlainCement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying, and curing etc complete for 10 cum
Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS
provision for Tar Paper
provision for Bitumen Pad
provision for Weep holes
Provision for Retaining wall Ch 0/0 - 1/0
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20B.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..
Below sill Level
provision for Weep holes
Provision for Retaining wall Ch 1/0 - 1/210
Earth work Excavation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting, Sectioning the street to lay concrete pavement per SS 20B.
Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing,laying and curing etc complete for 10 cum.
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing column plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc..
provision for Weep holes
Provision for Cautionary Sign board charges (60cm equilateral triangle)
Towards the charges for routline maintenance of the road work executed under NABARD including dressing of berms by refilling the gully with the earth from borrow pits, cleaning of wild seasonal growth on berms, destilting of side drains and CD works, white washing guard stones, painting of KM, HM stones, parapets, cutting of branches of trees, refixing displaced guard stones, caution boards, speed limit boards etc., with the periodicity for the above activities as prescribed in IRC-SP-20:2002 and as directed by the departmental officers except for the constructional defects which has to be rectified by the contractor at his own cost for carriageway width of 3.00m & 3.75m
For the First Year from the date of completion of work
For the Second Year from the date of cpmpletion of work
For the Third Year from the date of completion of work
For the Fourth Year from the date of completion of work
For the Fifth Year from the date of completion of work
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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