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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-AOC | ₹3.9 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹4.0 Cr+₹16.2 L (4.21%)Rejected-Finance | ₹4.0 Cr+₹16.2 L (4.21%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical KERALA KL KERALA | PALAKKAD | KERALA | 678621 | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Malabar Tech L5 | sajid pakkada L2 | SALIM P L4 | ABDUL BASHEER L1 | MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A :Improvements to the Carriageway | ||||||||
| 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 | 1,448.65 | cum | 50 ₹72,432.5 | 39.87 ₹57,757.68 Lowest | 43.42 ₹62,900.38 | 40.93 ₹59,293.24 | 42.71 ₹61,871.84 |
| 1.00 | OD12068/2023-2024:Supplying and filling with granular material in the slushy area under culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete (Item no 13.9.A) | 1,009.38 | cum | 1,500 ₹15,14,062.5 | 1,317.8 ₹13,30,154.38 Lowest | 1,436.36 ₹14,49,825.88 | 1,353.85 ₹13,66,542.34 | 1,412.84 ₹14,26,085.38 |
| 1.00 | 4.2.A.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-III -For lower sub-base - Mix in Place Method | 1,300.35 | cum | 2,700 ₹35,10,945 | 2,597.7 ₹33,77,919.2 Lowest | 2,831.51 ₹36,81,954.03 | 2,668.87 ₹34,70,465.1 | 2,785.16 ₹36,21,682.81 |
| 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. | 1,300.35 | cum | 2,700 ₹35,10,945 Lowest | 2,705.8 ₹35,18,487.03 | 2,913.79 ₹37,88,946.83 | 2,746.42 ₹35,71,307.25 | 2,866.08 ₹37,26,907.13 |
| 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. | 8,669 | sqm | 61 ₹5,28,809 | 55.98 ₹4,85,290.62 | 54.98 ₹4,76,621.62 | 51.82 ₹4,49,227.58 Lowest | 54.08 ₹4,68,819.52 |
| 1.01 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. | 8,669 | sqm | 14 ₹1,21,366 | 12.74 ₹1,10,443.06 | 12.54 ₹1,08,709.26 | 11.82 ₹1,02,467.58 Lowest | 12.33 ₹1,06,888.77 |
| 1.01 | 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. | 8,669 | sqm | 11 ₹95,359 | 10.53 ₹91,284.57 | 10.35 ₹89,724.15 | 9.75 ₹84,522.75 Lowest | 10.18 ₹88,250.42 |
| 1.01 | 5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size) | 431.65 | cum | 8,500 ₹36,69,025 | 7,650 ₹33,02,122.5 | 7,451.02 ₹32,16,232.78 | 7,023.04 ₹30,31,495.22 Lowest | 7,329.04 ₹31,63,580.12 |
| 1.01 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) | 130.32 | cum | 12,000 ₹15,63,840 | 11,700 ₹15,24,744 | 11,392.54 ₹14,84,675.81 | 10,738.15 ₹13,99,395.71 Lowest | 11,206.03 ₹14,60,369.83 |
Tender Value
₹4.6 Cr
EMD Value
₹1 L
Closing Date
20 Sept 2023, 4:00 pmClosed
The Superintending Engineer, PWD, Roads , North Ci
Office of the Superintending Engineer, PWD Roads , North Circle, Kozhikode
GENERAL Budget works 2022 2023 with 20 pebudget provision Part TS Upgradation works including land acquisition to Tirur Ponmundam bypass road meesappadi parapputhadam road koottilathara bridge meesappadi Parappoothadam Road KM 0 000 1 200 in
2023_PWD_600155_1
PWD/RB/TR/21183/2022_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
270 days
malappuram
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
3 Oct 2025
5 Sept 2023
23 Sept 2023
5 Sept 2023
20 Sept 2023
5 Sept 2023
Amount
Appendix A :Improvements to the Carriageway
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
OD12068/2023-2024:Supplying and filling with granular material in the slushy area under culvert bed to achieve adequate bearing strength and for drainage layer laid in the line and level ,compacted with plate vibrator etc complete (Item no 13.9.A)
4.2.A.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-III -For lower sub-base - 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.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
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.
5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)
55.24:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (NRMB) @ 5.4 percent of mix and filler, transporting the hotmix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause NO. 507 complete in all respects (using 7% shredded plastic) Grading - II (13.2 mm nominal size)
2.1.4:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit Girth above 1800 mm
OD185379/2022-2023:Engaging labour /mazdoor for clearing light jungles, removing fallen trees and branches, clearing drain and choked culverts, providing temporary protection works for restoring traffic etc. on various roads as per the direction of departmental officers.
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.
Appendix B : Drainage,side protection wall and Retaining wall
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>
2.4.3.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 Dismantling Brick / Tile work - In cement mortar
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
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
OD2018/2023-2024:Dry rubble masonry for retaining wall by using existing dismantled material in site including labour charges . complete as per drawings, technical specifications and direction of Departmental officers at site-Using department material
OD169177/2022-2023:Dry rubble masonry for retaining wall including all cost of materials and labour charges etc. complete as per drawings, technical specifications and direction of Departmental officers at site
OD107021/2023-2024:Stone masonry - Random Rubble Masonry (coursed/uncoursed) work in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications
Appendix C : Road Safety Measures
8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm equilateral triangle
8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 50cmx 60 cm rectangular (Single chevron etc.)
8.6:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. 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.
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.
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.
8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-
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
8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 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. 60 cm circular
Appendix D:Compound wall & Septic tank
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
OD2050/2023-2024:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 by using existing dismantled material for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
Appendix D : Bore well
OD7186/2023-2024:Boring / drilling bore well of 200 mm dia for casing / strainer pipe, by suitable method prescribed in IS 2800 (Part I), including hire and running charges of all equipment's, tools plants & machineries required for the job, all complete as per direction of Engineer in charge, up to 90M depth below ground level
OD7229/2023-2024:Boring / drilling bore well of 160mm dia for casing / strainer pipe, by suitable method prescribed in IS 2800 (Part I), including hire and running charges of all equipment, tools plants & machineries required for the job, all complete as per direction of Engineer in charge, beyond 90M upto 150M Rocky strata
OD7262/2023-2024:Providing assembling lowering and fixing in vertical position in bore well, PVC blind pipe 180mm dia as per IS 12818 edium well casing pipe of required dia confirming to IS 12818, including required hire and labour charges, fitting and accessories etc all complete for all depths as per direction of Engineer in Charge.
OD7281/2023-2024:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -200 mm dia End Cap
sajid pakkada
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
SALIM P
Malabar Tech
Bidder Name
Malabar Tech
SALIM P
sajid pakkada
MALABAR PLUS CONSTRUCTIONS PRIVATE LIMITED
ABDUL BASHEER
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