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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.6 LAccepted-Finance | ₹23.6 L | L1 | Accepted-Finance First Lowest |
| 2 | L2₹26.4 LRejected-Finance | ₹26.4 L | L2 | Rejected-Finance Second Lowest |
| Sl No | Description | Qty | Unit | S.Santhamma L1 | AJAY KRISHNA P S L2 |
|---|---|---|---|---|---|
| 1.00Appendix A : Pre-Monsoon Works | |||||
| 1.00 | OD198585/2025-2026:Cutting of grass and light jungle using brush cutter with all expenses | 160 | hour | 225.3 ₹36,048 | 251.68 ₹40,268.80 |
| 1.00 | OD198581/2025-2026:Engaging daily labour for engaging petty works | 50 | Day | 1,072.89 ₹53,644.50 | 1,198.51 ₹59,925.50 |
| 1.00 | 10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. | 750 | sqm | 58.65 ₹43,987.50 | 65.52 ₹49,140 |
| 1.00 | 10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor | 400 | sqm | 29.22 ₹11,688 | 32.65 ₹13,060 |
| 1.00 | OD198587/2025-2026:Engaging wood cutter of trees and removal of fell down trees and branches etc. complete | 10 | Day | 1,187.67 ₹11,876.70 | 1,326.72 ₹13,267.20 |
| 1.01 | OD198582/2025-2026:Hire charges for wood cutting equipment | 10 | Day | 1,126.51 ₹11,265.10 | 1,258.4 ₹12,584 |
| 1.01 | OD198586/2025-2026:Clearing chocked up side drain by manual means and depositing the waste material for a minimum distance of 5Km lorry conveyance as per clause 305. etc complete. | 300 | cum | 449.46 ₹1.3 L | 502.08 ₹1.5 L |
| 1.01 | OD198583/2025-2026:Engaging JCB (Hydraulic Excavator) for removing the obstruction such as unserviceable soil
and dumped earth along shoulder side of carriageway and clearing the road surface for traffic
worthy etc complete | 160 | hour | 1,455.48 ₹2.3 L | 1,625.88 ₹2.6 L |
| 1.01 | OD198584/2025-2026:Tipper for removal of all debris and excavated waste materials away from site | 10 | Day | 6,237.77 ₹62,377.70 | 6,968.07 ₹69,680.70 |
Tender Value
₹25.3 L
EMD Value
₹50,000
Closing Date
14 Jan 2026, 2:00 pmClosed
Executive Engineer
Executive Engineer PWD Roads Division Thiruvananthapuram
GENERAL-RM 2025-26 -RC2 Phase 2 -One year Running contract cluster 2 Zone 6 - 1 road stretch transferred from KRFB for length of 6/400 km under venjaramood section-General Civil Work
2026_PWD_825484_1
PWD/RB/TR/20327/2025_5_1_1/1
Open Tender
Civil Works - Roads
360 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
17 Jan 2026
5 Jan 2026
16 Jan 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
Amount
Appendix A : Pre-Monsoon Works
OD198585/2025-2026:Cutting of grass and light jungle using brush cutter with all expenses
OD198581/2025-2026:Engaging daily labour for engaging petty works
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD198587/2025-2026:Engaging wood cutter of trees and removal of fell down trees and branches etc. complete
OD198582/2025-2026:Hire charges for wood cutting equipment
OD198586/2025-2026:Clearing chocked up side drain by manual means and depositing the waste material for a minimum distance of 5Km lorry conveyance as per clause 305. etc complete.
OD198583/2025-2026:Engaging JCB (Hydraulic Excavator) for removing the obstruction such as unserviceable soil and dumped earth along shoulder side of carriageway and clearing the road surface for traffic worthy etc complete
OD198584/2025-2026:Tipper for removal of all debris and excavated waste materials away from site
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 within a lead of 50 metres (average lead 25 metres)
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
OD198580/2025-2026:Lifting and replacing old slabs over existing drain for cleaning the drain
Appendix-B : Proactive/Preventive Maintenance
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.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
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.
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.
OD198578/2025-2026: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) 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 (VG-30)
OD198579/2025-2026:Filling up potholes with bituminous ready mix compound(25kg bag) and compacting by ramming to get a compact surface including of cost of materials, laying charges,transportation to site etc. complete.Rate isarrived for a bag of 25kg
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.
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40: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
Appendix C: Emergency Works
8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
OD198577/2025-2026:Hire charges of Mobile Crane
Appendix D: Traffic safety works
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the 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.
AJAY KRISHNA P S (BID ID -2458060)
Bidder Name
S.Santhamma
AJAY KRISHNA P S
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