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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 CrAccepted-AOC KERALA | IDUKKI | KERALA | 685533 | ₹2.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 Cr+₹8.1 L (3.59%)Rejected-AOC | ₹2.3 Cr+₹8.1 L (3.59%) | L2 | Rejected-AOC L2 |
| 3 | L3₹2.3 Cr+₹9.4 L (4.16%)Rejected-Finance | ₹2.3 Cr+₹9.4 L (4.16%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.5 Cr+₹20.7 L (9.18%)Rejected-Finance LID AND EW SECTION PALLIKKATHODU GRAMA PANCHAYATH | KOTTAYAM | KERALA | 686102 | ₹2.5 Cr+₹20.7 L (9.18%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.5 Cr+₹24.1 L (10.7%)Rejected-Finance ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | ₹2.5 Cr+₹24.1 L (10.7%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.8 Cr
EMD Value
₹1 L
Closing Date
28 Mar 2025, 4:00 pmClosed
Superintending Engineer
O/o Office of the Superintending Engineer Roads
Provision included in the estimate are Clearing grass Excavation for roadwork GSB WMM PCC M15 RCC Grade M20 etc Culvert Earth work excavation of foundation PCC Grade M15 RCC Grade M25 HYSD bar Painting
2025_PWD_749741_1
PWD/RB/TR/19617/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
365 days
Idukki
Please refer Tender documents.
10 documents required · 10 mandatory
₹9,759
Yes
₹1 L
Yes
14 May 2025
13 Mar 2025
1 Apr 2025
13 Mar 2025
28 Mar 2025
13 Mar 2025
13 Mar 2025 - 28 Mar 2025
Amount
Appendix A-Road works.
2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
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
4.1.B.2: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-VI - 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.
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)
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.
8.14.2:Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone ( precast)
8.5:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 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.
OD264559/2024-2025:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm.(Derived from DAR CIVIL 8.2.1.2)
OD264569/2024-2025:Engraving letters in hard stone (Derived from DAR 16.21)
Appendix B-Culvert.
2.4.1.B: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 - <br> Cement Concrete Grade M-15 & M-20. - By Manual Means
2.4.4.D: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 <br> Dismantling Stone Masonry - Dry rubble masonry<br>
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)
OD262544/2024-2025:Dry rubble masonry using department rubble.
OD264056/2024-2025:Dry rubble masonry with hard stone in foundation and plinth including packing to compactness to lines and levels, cost conveyance etc complete
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:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
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
13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
14.1.B.1:Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per drawing and Technical Specification
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
OD264306/2024-2025:Providing 110 mm dia 4.0 kg/cm2 PVC pipe for weep holes in RCC Walls,cutting in required length and placing in position etc complete.
A R CHERIYAN (BID ID -2176152)
SHOUKATHALI K (BID ID -2177290)
Shajimon Joseph (BID ID -2163706)
Muhammed (BID ID -2178581)
jacob punnoose (BID ID -2180577)
antony p paul (BID ID -2180480)
ALBERT CHERIAN (BID ID -2176655)
Bidder Name
ALBERT CHERIAN
antony p paul
SHOUKATHALI K
jacob punnoose
A R CHERIYAN
Shajimon Joseph
Muhammed
AZEEZ M .M
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
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