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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.7 LAccepted-AOC | ₹10.7 L | L1 | Accepted-AOC Accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 3 | Rejected-Technical 2 ANNANAGARMEDU IDUVAMPALAYAM ROAD TIRUPUR | TIRUPPUR | TAMIL NADU | 638051 | - | - | Rejected-Technical Reject |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Experience Certificate not submitted for similar nature of work |
| Sl No | Description | Qty | Unit | SIVANESAN L2 | N RAJENDRAN L1 | JOSEPH BENEDICT L3 |
|---|---|---|---|---|---|---|
| 1.00Strengthening of Pazhavilai Eathamozhi Road to Vairakudiyuruppu Link Road Km 0/0 - 0/330 Km (R-458) VPR in Rajakkamangalam village panchayat of Rajakkamangalam Panchayat Union. | ||||||
| 1.01Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. | ||||||
| 1.02 | Km 0/0 - 0/330 | 177.07 | Sqm | 5.62 ₹995.13 | 5 ₹885.35 Lowest | 6.33 ₹1,120.85 |
| 1.03Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A | ||||||
| 1.04 | Km 0/0 - 0/330 | 29.51 | Cum | 124.29 ₹3,667.8 | 100 ₹2,951 Lowest | 139.75 ₹4,124.02 |
| 1.05Picking the wornout BT surface up to 50mm depth and stacking the useful materials including all cost and labour charges etc., complete as per std. specification. | ||||||
| 1.06 | Km 0/0 - 0/330 | 334.13 | Sqm | 20.67 ₹6,906.47 | 15 ₹5,011.95 Lowest | 23.24 ₹7,765.18 |
| 1.07collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. | ||||||
| 1.08 | Km 0/0 - 0/330 | 44.27 | Cum | 130.11 ₹5,759.97 Lowest | 450 ₹19,921.5 | 146.28 ₹6,475.82 |
| 1.09Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 125 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 125mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5 | ||||||
Tender Value
₹13.2 L
EMD Value
₹13,240
Closing Date
24 Feb 2026, 3:00 pmClosed
Block Developement Officer (V.Pts)
Block Developement Officer (V.Pts)
Strengthening of Pazhavilai Eathamozhi Road to Vairakudiyuruppu Link Road Km 0/0 - 0/330 Km (R-458) VPR in Rajakkamangalam village panchayat of Rajakkamangalam Panchayat Union.
2026_RDTN_662017_1
B1/0445/2026 29
Open Tender
Civil Works
Works
Rajakkamangalam Panchayat Union
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹13,240
Yes
Rajakkamangalam Panchayat Union
27 Mar 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
24 Feb 2026
20 Feb 2026
20 Feb 2026 - 24 Feb 2026
20 Feb 2026
Strengthening of Pazhavilai Eathamozhi Road to Vairakudiyuruppu Link Road Km 0/0 - 0/330 Km (R-458) VPR in Rajakkamangalam village panchayat of Rajakkamangalam Panchayat Union.
Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.
Earthwork Excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring and strutting and bailing out water wherever necessary and refilling the side of foundation with excavated earth in layers of not more than 15cm thick, well rammed and consolidated and depositing the surplus earth in all places shown by the departmental officers with initial lead and lifts etc. site etc complete complying with standard specification and as directed in sand, silt and loose soil, wet sand and silt not under water light black cotton soil, sandy loam and ordinary soil including excavated earth as per SS20A
Picking the wornout BT surface up to 50mm depth and stacking the useful materials including all cost and labour charges etc., complete as per std. specification.
collection and supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc.
Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) 125 mm thick, including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 125mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory Soil Compactor to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as pwe clause 406 of MORTH Rev-5
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
Supply and fixing of HECTOMETRE STONE (three faces two lines dressed) of size 0.75 x 0.23 x 0.10m from approved sources including cost and conveyance to work site and fixing in position as directed by the Departmental Officers including labour and all oth
Road Marking With Hot Applied Thermoplastic Compound With reflectorising Glass Beads on Bituminous Surface:- Providing and laying of hot applied thermoplastic compound 2.50mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm 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&H specification No.803
Road Markers/Road stud with Lense Reflector Providing and fixing reflective road studs of "Category B" Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. RW/NH 33023/10/97-DO III Dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sq.cm. The slope or retro reflectory surface shall be 35:5 degree o base. Each reflector shall have a CIL not less than values specified in table 2 of said MoRT &H circular and two cylindrical polymer shanks of not less than 20 mm
Providing and fixing of cautionary, mandatory and in formatory sign Board Providing and fixing of Retro Reflectorised Cautionary, Mandatory signs with definition plate made out of high intensity Grade prismatic sheeting coiformation to IRC-67:2010 & ASTM D, Type IVspecification and fixed over 1.5mm thick Aluminium sheet fixed on back support frame of 25mm x 25mm x3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm below ground level etc complete including 7years warrenty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 specification(as per MORT & spec. No. 801)
60CM Equilateral Trainagle (Cautinary) Sign Board
SUB ESTIMATE FOR CC PAVEMENT
Earth work excavation for foundation in all soils and subsoils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layersw of not more than 15cm thick well rammed and consolidated and depositing the surplus earth in all places shown by departmental officers with initial leae and lift etc, complete complying with standard specifiacfion and as directed.
Cement concrete 1:4:8 mix using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick completed etc, complete complying with standard specification and as directed.
Supplying and erecting for sides and soffits including supports and strutting for plane surfaces in all cross bracing using mild steel sheets of size 90x60cm and 10 gauge stiffered welded with mild angles of size 25x25x3mm for boarding laid over silver oak joists of size 10cmx65cm dia spaced at 75cm centre to centre etc, complete complying with standard specification and as directed for the following items, R.C.C. floor slab, bench slab all RCC works.
Cement concrete 1:3:6 mix using 40mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick completed etc, complete complying with standard specification and as directed.
Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle of size 25 x 25 x 3mm for boarding laid over silver oak joists(Country wood) of size 10 x 6.5cm spaced @ about 90cm c/c and supported by casurina props of 10 - 13cm dia. spaced @ 75cm c/c etc., complete complying with standard specifications and as directed by the departmental officers. Rate for 10m2.for the following items.(RCC floor slab, roof slab, Rectangular/ square, Tee/ Ell beams, Lintels, staircase waist slabs, Landing slabs, Landing beam, Portico beam etc., ).
Cement concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering wherever necessary and laid in layers not more than 15cm thick completed etc, complete complying with standard specification and as directed.
Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.(MS rod or RTS bar will be supplied departmentally at section stores and cost will be recoverd at issue rate). the binding wire shall supplied by the contactor.
Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherever necessary and bearing surfaces of walls , sides and bottom of the slabs, beams etc., shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications. Rate for 10m3
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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