Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.6 LAccepted-Finance | ₹71.6 L | L1 | Accepted-Finance 1 lowest |
| 2 | L2₹76.3 L+₹4.7 L (6.55%)Rejected-Finance | ₹76.3 L+₹4.7 L (6.55%) | L2 | Rejected-Finance 2 lowest |
| Sl No | Description | Qty | Unit | Dileep Kumar R L2 | RAHUL RAJENDRAN L1 |
|---|---|---|---|---|---|
| 1.00Drain Work & Interlock Work | |||||
| 1.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 27 | cum | 707.13 ₹19,092.51 | 660 ₹17,820 Lowest |
| 1.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 125.92 | cum | 44.93 ₹5,657.59 | 42 ₹5,288.64 Lowest |
| 1.00 | 9.1:Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days | 56.82 | cum | 6,745.19 ₹3,83,261.7 | 6,330 ₹3,59,670.6 Lowest |
| 1.00 | 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 | 222.85 | cum | 8,479.05 ₹18,89,556.29 | 7,960 ₹17,73,886 Lowest |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 10.23 | MT | 92,637.74 ₹9,47,684.08 | 87,000 ₹8,90,010 Lowest |
| 1.01 | 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 | 35.05 | cum | 2,948.79 ₹1,03,355.09 | 2,770 ₹97,088.5 Lowest |
| 1.01 | 8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 | 600 | metre | 438.81 ₹2,63,286 | 412 ₹2,47,200 Lowest |
| 1.01 | 8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | 120 | sqm | 135.87 ₹16,304.4 Lowest | 152 ₹18,240 |
| 1.01 | 8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer . | 440 | RM | 3,214.9 ₹14,14,556 | 3,010 ₹13,24,400 Lowest |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
13 Oct 2025, 2:00 pmClosed
Executive Engineer.
PWD Roads Division Thiruvananthapuram
GENERAL Budget Work 2023-24 Substitution Work Kattakada Junction Beautification by providing footpath and allied works Towards Anjuthengummodu General Civil Work
2025_PWD_803983_1
PWD/RB/TR/12278/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
16 Oct 2025
29 Sept 2025
15 Oct 2025
29 Sept 2025
13 Oct 2025
29 Sept 2025
Amount
Drain Work & Interlock Work
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
9.1:Plain cement concrete 1:3:6 mix 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.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
8.1.A:Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC Using Concrete Mixer on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .
4.16.1:Construction of footpath/ separator by providing a 150 mm compacted Granular sub-base material as per clause 401 and 25 mm thick cement concrete grade M15, overlaid with precast concrete tiles in cement mortar 1:3 including the provision of all drainage arrangements but excluding kerb channel.
Footpath
11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
Open Air Gymnasium
OD105848/2025-2026:FITNESS RIDER - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105847/2025-2026:AIR WALKER - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105846/2025-2026:ROWER MACHINE - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105845/2025-2026:DOUBLE TWISTER - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105844/2025-2026:ARM & SHOULDER WHEEL & LATERAL PULL - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105843/2025-2026:BRIDGE LADDER - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated.
OD105842/2025-2026:EXERCISING BAR - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated. Foundation Unit Included.
OD105841/2025-2026:ABDOMINAL BOARD - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated. Foundation Unit Included.
OD105840/2025-2026:SEATED CHEST PRESS & SEATED LEG PRESS - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated. Foundation Unit Included.
OD105839/2025-2026:KNEE CHAIR - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated. Foundation Unit Included.
OD105912/2025-2026:Single skier - With Main Frame -125mmx 2.5mm &100mm x 2.5mm GI Section Pipe, Foot Rest – 5 mm thick Chequered Plate, Stainless Steel Nut and Bolt, Bearings: 6204 &6005–2RS-Sealed, Seat- Multi Wood and all GI parts powder coated. Foundation Unit Included.
Dileep Kumar R (BID ID -2384055)
Bidder Name
Dileep Kumar R
RAHUL RAJENDRAN
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1336926.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .