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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-AOC | ₹16.5 L | L1 | Accepted-AOC Being L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical Technically qualified |
| Sl No | Description | Qty | Unit | SOORAJ V J L2 | SONI ASOK B L1 |
|---|---|---|---|---|---|
| 1.00General Civil work | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 693.5 | sqm | 10.2 ₹7,073.70 | 10 ₹6,935 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 141 | cum | 404.1 ₹56,978.10 | 404 ₹56,964 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 8.43 | cum | 10,385.2 ₹87,547.24 | 10,385 ₹87,545.55 |
| 1.00 | OD262058/2024-2025:OD Derived from Morth 55.6.a: Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores. | 38.43 | cum | 10,203.2 ₹3.9 L | 10,203 ₹3.9 L |
| 1.00 | OD260174/2024-2025:OD Derived from Morth 55.2: Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement (IRC 3.2.1.a) | 38.43 | cum | 2,856.1 ₹1.1 L | 2,856 ₹1.1 L |
| 1.01 | OD260171/2024-2025:OD Derived from Morth 55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 18.94 | cum | 6,177.1 ₹1.2 L | 6,177 ₹1.2 L |
| 1.01 | OD260175/2024-2025:OD Derived from Morth 55.4-Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 18.94 | cum | 2,761.75 ₹52,302.02 | 2,761 ₹52,287.82 |
| 1.01 | OD204256/2025-2026: Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
By Manual Means :- Type A
(II) Bitumen (S-65) | 2,577.84 | sqm | 284.5 ₹7.3 L | 284.4 ₹7.3 L |
| 1.01 | 16.31.1.1:Providing and applying tack coat using bitumen emulsion conforming to IS : 8887, using emulsion pressure distributor including preparing the surface & cleaning with mechanical broom.
With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm | 2,577.84 | sqm | 16.2 ₹41,761.09 | 16.2 ₹41,761.09 |
Updated dates
Tender Value
₹15.0 L
EMD Value
₹37,612
Closing Date
10 Nov 2025, 12:00 pmClosed
Executive Engineer
PWD Buildings Division Thiruvananthapuram
General Vikasbhavan Section Resurfacing of internal road at Observatory Govt Quarters Campus Thiruvananthapuram Using MSS 20 mm thick Civil work
2025_PWD_816949_1
TR/2521/2025_5_1_1/1
Open Tender
Civil Works - Buildings
120 days
Thiruvananthapuram
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹37,612
Yes
20 Jan 2026
30 Oct 2025
12 Nov 2025
30 Oct 2025
10 Nov 2025
30 Oct 2025
Amount
General Civil work
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
OD262058/2024-2025:OD Derived from Morth 55.6.a: Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.
OD260174/2024-2025:OD Derived from Morth 55.2: Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement (IRC 3.2.1.a)
OD260171/2024-2025:OD Derived from Morth 55.8.a Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
OD260175/2024-2025:OD Derived from Morth 55.4-Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
OD204256/2025-2026: Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to 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 three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
16.31.1.1:Providing and applying tack coat using bitumen emulsion conforming to IS : 8887, using emulsion pressure distributor including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
OD182976/2025-2026:Hire charges of Hydraulic Excavator (3D) for clearing the site and allied works
OD183162/2025-2026:(Ref Morth : 3.24.A)Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical means to specified lines,grades,levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment with in a lead of 50 metres (Average lead 25 metres)
OD182977/2025-2026:Tipper for removal of all debris and all excavated waste materials away from site
OD255220/2024-2025:Engaging coolie
SOORAJ V J (BID ID -2430266)
Bidder Name
SONI ASOK B
SOORAJ V J
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