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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹16.3 L+₹1.6 L (10.9%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.S Ansar L2 | MANNAMPARAMPIL L1 |
|---|---|---|---|---|---|
| 1.00Road Work | |||||
| 1.00 | OD201077/2024-2025:Dismantling of flexible pavements and sectioning the dismantled materials and re-rolling | 900 | sqm | 6 ₹5,400 | 5.39 ₹4,851 Lowest |
| 1.00 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method | 24 | cum | 3,989 ₹95,736 | 3,594.72 ₹86,273.28 Lowest |
| 1.00 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 96 | cum | 4,057 ₹3,89,472 | 3,655.42 ₹3,50,920.32 Lowest |
| 1.00 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 900 | sqm | 69 ₹62,100 | 63.15 ₹56,835 Lowest |
| 1.00 | 5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 900 | sqm | 15 ₹13,500 | 12.28 ₹11,052 Lowest |
| 1.01 | OD37764/2025-2026:Providing and laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 40mm thickness composed of 25mm to 10mm and 11.2mm to 0.09mm aggregates using viscosity grade bitumen (VG-30)to the required line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smooth wheeled roller 80-100KN capacity and finishing to required level and grade (Type A) by Manual means. | 900 | sqm | 618 ₹5,56,200 | 557.92 ₹5,02,128 Lowest |
| 1.01 | 3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. | 40 | cum | 103 ₹4,120 | 92.43 ₹3,697.2 Lowest |
| 2.00Drainage | |||||
| 2.00 | 3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m) | 48 | cum | 70 ₹3,360 | 63.14 ₹3,030.72 Lowest |
Tender Value
₹14.7 L
EMD Value
₹36,776
Closing Date
1 Jul 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
PWD Roads Division, Alappuzha
LAC ADS MLA ADS 2024 2025 Bharanikkavu Grama Panchayath Ward 12 Improvements to Gurumandiram Vallotharamukku Road by Providing 40mm MSS From CH 0 000 to 0 300 General Civil Work
2025_PWD_771447_1
PWD/RB/TR/22292/2024_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Roads Division
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹36,776
Yes
25 Aug 2025
24 Jun 2025
3 Jul 2025
24 Jun 2025
1 Jul 2025
24 Jun 2025
Amount
Road Work
OD201077/2024-2025:Dismantling of flexible pavements and sectioning the dismantled materials and re-rolling
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
OD37764/2025-2026:Providing and laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 40mm thickness composed of 25mm to 10mm and 11.2mm to 0.09mm aggregates using viscosity grade bitumen (VG-30)to the required line,grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant,laying and rolling with a smooth wheeled roller 80-100KN capacity and finishing to required level and grade (Type A) by Manual means.
3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.
Drainage
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
OD201266/2024-2025:Provialng and fixing of DLP board for Running contract work with Non-retro-reflectorized Vinyi sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum heeting Z nun thick/ aluminum composite material sheeting 4 rum thick with area not exceeding 0.9 sqm, with suitable back supporting flame of MS angle 40x40x6 and supported on al Pipe pole 5Oinm NB confirming to IS 123.9 firmly fixed to the ground by means of properly designed |toundation with M 1ñ grade cement concrete min size 45 cm x 45 cm x 60 cm,60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
K.S Ansar (BID ID -2237271)
Bidder Name
K.S Ansar
MANNAMPARAMPIL
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