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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.3 LAccepted-AOC | ₹48.3 L | L1 | Accepted-AOC LER |
| 2 | L2₹48.4 LRejected-Finance | ₹48.4 L | L2 | Rejected-Finance AER |
| Sl No | Description | Qty | Unit | Surya Constructions L1 | SH Constructions L2 |
|---|---|---|---|---|---|
| 1.00Part I : Aradapattu to Manalurpettai Link Road (via) Aradapattu ADC Road km 0/0-0/450 (R - 735). | |||||
| 1.01 | Clearing the Scrub jungle including all labour charges for burrying and burning etc., | 540 | Sqm | 6.34 ₹3,423.60 | 6.36 ₹3,434.40 |
| 1.02 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B | 238.3 | Cum | 140.35 ₹33,445.41 | 140.35 ₹33,445.41 |
| 1.03 | Collection and supply of Girty gravel for side berms and labour charges for filling etc complete | 79.43 | Cum | 353.98 ₹28,116.63 | 353.98 ₹28,116.63 |
| 1.04 | Picking up existing BT surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carriage way etc, complete | 441.3 | Cum | 23.36 ₹10,308.77 | 23.36 ₹10,308.77 |
| 1.05 | 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. | 170.96 | Cum | 2,417.3 ₹4.1 L | 2,429.93 ₹4.2 L |
| 1.06 | Providing and laying PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per 7 special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., completes as per clause 503 of MOST specification | 1,367.65 | Sqm | 85.81 ₹1.2 L | 85.86 ₹1.2 L |
| 1.07 | Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsic which will be supplied by the department at section stores and its cost will be recoveres as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification | 1,393.75 | Sqm | 19.92 ₹27,763.50 | 19.97 ₹27,833.19 |
| 1.08 | Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller) | 34.85 | Cum | 10,981.28 ₹3.8 L | 10,990.25 ₹3.8 L |
| 1.09 | Provision for Hectometer Stone | 2 | no | 574.65 ₹1,149.30 | 574.65 ₹1,149.30 |
Updated dates
Tender Value
₹49.0 L
EMD Value
₹49,100
Closing Date
9 Jan 2026, 3:00 pmClosed
The Project Director, DRDA, Tiiruvannamalai
DRDA, Tiruvannamalai
Improvements of Rural Road in Tiruvannamalai Block of Tiruvannamalai District Package No.TVM/2025-26/213 under Saving Fund 2025-2026
2025_RDTN_632527_1
No.A11/9000/2025 Date.10.12.2025 213
Open Tender
Civil Works - Roads
180 days
Tiruvannamalai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹49,100
9 Mar 2026
15 Dec 2025
9 Jan 2026
15 Dec 2025
9 Jan 2026
15 Dec 2025
Amount
Part I : Aradapattu to Manalurpettai Link Road (via) Aradapattu ADC Road km 0/0-0/450 (R - 735).
Clearing the Scrub jungle including all labour charges for burrying and burning etc.,
Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20B
Collection and supply of Girty gravel for side berms and labour charges for filling etc complete
Picking up existing BT surface upto 5 to 10 cm of old metalled surface, cambering, sectioning of carriage way 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 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 PRIME COAT over the WMM surface using 7.00 Kg of Bituminous Emulsion SS I for 10 sqm. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per 7 special condition appended including labour charges for preparing the surface for laying prime coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., completes as per clause 503 of MOST specification
Providing and laying TACK COAT over the WMM surface (treated with primer) using 2.50 Kg of Bituminous Emulsion RS I for 10 sqm. Including cost of bituminous emulsic which will be supplied by the department at section stores and its cost will be recoveres as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification
Providing and laying Bituminous Concrete to 25/30/40 mm 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 50.30 kgs of VG30/ VG40 bitumen 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 / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP .(using Power Roller)
Provision for Hectometer Stone
Name Board Charges
Provision for RCC Slab Culvert 3 Nos. x 1.50m @ CH-0/010, 0/085 & 0/440
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
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 bed blocks 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 bed blocks for 10 cum
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 bed blocks for 10 cum
Super structure
Bed block & Dirt wall
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
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 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 including conveyance of all materials to site and proper centering etc complete. (BELOW GROUND LEVEL)
Footings
Super structure
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 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications
Providing and fixing Tar Paper including labour etc complete.
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 and technical specification Clauses 614, 709, 1204.3.7
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,
Provision for CC Road @ Ch.: 0/450 - 0/490
Earthwork excavation in hard soil with intral lead and lift asper SS 20B for foundation
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 curing etc. complete complying with standard specification
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard snge ficaiton
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.
Providing Bitumen Pad 12mm Thick
Provision for Retaining Wall @ Ch.: 0/060 - 0/090, 0/200 - 0/251 and 0/315 - 0/410
Earthwork excavation in hard soil with intral lead and lift asper SS 20B for foundation
Cement Concrete 1:4:8 (One Cement, Four M.Sand and eight 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 curing etc. complete complying with standard specification
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard snge ficaiton
Cement concrete 1:2:4 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.
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}
SH Constructions (BID ID -1557428)
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