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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.1 LAccepted-AOC | ₹38.1 L | L1 | Accepted-AOC Lowest amount Quoted tenderer |
| 2 | L2₹39.4 L+₹1.3 L (3.47%)Rejected-AOC | ₹39.4 L+₹1.3 L (3.47%) | L2 | Rejected-AOC Highest amount Quoted tenderer |
| 3 | L3₹40.1 L+₹2.0 L (5.35%)Rejected-AOC | ₹40.1 L+₹2.0 L (5.35%) | L3 | Rejected-AOC Highest amount Quoted tenderer |
| 4 | L4₹40.5 L+₹2.4 L (6.42%)Rejected-AOC | ₹40.5 L+₹2.4 L (6.42%) | L4 | Rejected-AOC Highest amount Quoted tenderer |
| 5 | L5₹40.9 L+₹2.8 L (7.47%)Rejected-AOC | ₹40.9 L+₹2.8 L (7.47%) | L5 | Rejected-AOC Highest amount Quoted tenderer |
| Sl No | Description | Qty | Unit | V KRISHNAMOORTHY L3 | Thulasi L6 | KCP PRAKASH CONSTRUCTIONS L1 | SSM INFRA CONSTRUCTION L7 | SAMPATH R L8 | DHAKSHNAMOORTHY L9 | S.MAGALINGAM L2 | K.ANBU L10 | SELVAM & CO L5 | A.PALANIVEL L4 | KRISHNAMOORTHY L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete | ||||||||||||||
| 2.00 | Km 0/0 - 0/797 | 860.76 | Cum | 6 ₹5,164.56 | 6 ₹5,164.56 | 5.25 ₹4,518.99 | 5.7 ₹4,906.33 | 5 ₹4,303.8 Lowest | 6.35 ₹5,465.83 | 5 ₹4,303.8 Lowest | 6.35 ₹5,465.83 | 6 ₹5,164.56 | 6.36 ₹5,474.43 | 7 ₹6,025.32 |
| 3.00Providing 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 150mm 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. Using Paver Finisher | ||||||||||||||
| 4.00 | Km 0/0 - 0/797 | 298.74 | Cum | 2,099 ₹6,27,055.26 | 2,160 ₹6,45,278.4 | 2,013.9 ₹6,01,632.49 | 2,221.4 ₹6,63,621.04 | 2,400 ₹7,16,976 | 2,440 ₹7,28,925.6 | 2,061 ₹6,15,703.14 | 2,550 ₹7,61,787 | 2,150 ₹6,42,291 | 1,600 ₹4,77,984 Lowest | 2,550 ₹7,61,787 |
| 5.00Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | ||||||||||||||
| 6.00 | Km 0/0 - 0/797 | 2,987.38 | Sqm | 74 ₹2,21,066.12 | 76 ₹2,27,040.88 | 70.95 ₹2,11,954.61 Lowest | 78.37 ₹2,34,120.97 | 85 ₹2,53,927.3 | 86.1 ₹2,57,213.42 | 73 ₹2,18,078.74 | 95 ₹2,83,801.1 | 85 ₹2,53,927.3 | 80 ₹2,38,990.4 | 87 ₹2,59,902.06 |
| 7.00Providing and laying Bituminous Macadam with Central Hot Mix Plant 20-30T capacity, using crushed aggregates of grading as per table 500.4 premixed with bituminous binder , transported to site upto lead of 1000m laid over a previously prepared surface Plastic waste | ||||||||||||||
| 8.00 | Km 0/0 - 0/797 | 149.37 | Cum | 7,509 ₹11,21,619.33 | 7,727 ₹11,54,181.99 | 7,202.25 ₹10,75,800.08 Lowest | 7,945 ₹11,86,744.65 | 8,730 ₹13,04,000.1 | 8,730 ₹13,04,000.1 | 7,371 ₹11,01,006.27 | 8,730 ₹13,04,000.1 | 7,682 ₹11,47,460.34 | 7,750 ₹11,57,617.5 | 8,850 ₹13,21,924.5 |
| 9.00Applying tack coat over Primer surface using 2.5 Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification. | ||||||||||||||
| 10.00 | Km 0/0 - 0/797 | 3,020 | Sqm | 17 ₹51,340 | 18 ₹54,360 | 16.5 ₹49,830 Lowest | 18.3 ₹55,266 | 20 ₹60,400 | 20.1 ₹60,702 | 17 ₹51,340 | 35 ₹1,05,700 | 18 ₹54,360 | 20 ₹60,400 | 25 ₹75,500 |
Tender Value
₹47.7 L
EMD Value
₹47,800
Closing Date
27 Feb 2026, 3:00 pmClosed
Block Development Officer(VP),Madhuranthagam Block
Block Development Office, Madhuranthagam Block
Strengthening of Viralur to Devanur Road at Viralur Panchayat in (Km 0/0-0-797) Madhuranthagam Block under (Unauthorised Layout Regularization Development Charges) Fund for the year 2025-26
2026_RDTN_661710_1
Rc.No.4027/2025/A3 Ad(Pt) Dated 19.01.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Viralur to Devanur Road
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹47,800
Yes
16 Mar 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Clearing the Scrub Jungle including removing from the site disposal by burying or burying etc.complete
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 150mm 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. Using Paver Finisher
Applying Prime coat over WMM surface ( treated with primer) using 7Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
Providing and laying Bituminous Macadam with Central Hot Mix Plant 20-30T capacity, using crushed aggregates of grading as per table 500.4 premixed with bituminous binder , transported to site upto lead of 1000m laid over a previously prepared surface Plastic waste
Applying tack coat over Primer surface using 2.5 Kg of bituminous emulsion per 10 Sqm. including cost of bituminous emulsion which will be supplied departmentally at section stores and cost of which will be recovered at the rates as per special conditions appended herewith including conveyance of bituminous emulsion to actual work spot handling charges including labour charges for brushing, cleaning and preparing the surface for laying the tack coat and labour and machinery charges for applying the required quantity of bituminous emulsion including hire, fuel and running charges for all tools and plants employed for the work including all other incidental charges such as barricading and providing danger lights, flags etc., complete as per standard specification.
BITUMINOUS CONCRETE 25mm THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5
Providing and laying of Bituminous Concrete for Speed Breakers using 60/70 grade bitumen which shall consist of construction of a single course binder/ wearing course on a previously prepared bituminous base to the requirements of the specification using CMP, Paver & Power roller as per standard specification clause 508 of MORT & H.
Filling gravel for shoulders and berms including cost and conveyance of all materials to site and stacking them to departmental guage for premeasurements and labour charges for filling etc., complete
Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms, per sq.m. area thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level, uniform and free from streaks and holes etc, complete(as per MoRTH specification No. 803)
Providing and fixing of Sign Boards retro reflectorised Cautionary Mandatory and Informatory sign as per IRC :67-2010) made of high intensity grade sheeting vide clause 801.3 fixed over aluminum sheeting 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm, 60 cm below ground level asper approved drawing
d.Road Marker/ Road stud with lens Reflector
Provision for HM Stone
Sub Estimate: Construction of 1.5 m RCC Slab culvert at Ch. 0/0
Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B etc
Supply of M. sand and filling in to the foundation including cost and conveyance to the siteand all labour charges for filling as per standard speecifications
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 Levelling course
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 Foundation
Cement 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 Superstructure
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 Deckslab
Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and superstructure for Abutment /pier using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mild steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers etc.
Culvert at Ch.0/0
Culvert at Ch.0/0
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
Providing and fixing 20mm Bitumen felt for expansion joint Between Dirtwall &Deck slab
Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,
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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