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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAdmitted-Finance OORAKAM VENKULAM BERUVALLUR GRAMA KERALA KL | ERNAKULAM | KERALA | 680667 | ₹3.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.3 Cr+₹9.7 L (3.00%)Admitted-Finance | ₹3.3 Cr+₹9.7 L (3.00%) | L2 | Admitted-Finance |
| 3 | L3₹3.4 Cr+₹12.8 L (3.96%)Admitted-Finance | ₹3.4 Cr+₹12.8 L (3.96%) | L3 | Admitted-Finance |
| 4 | L4₹3.4 Cr+₹16.5 L (5.14%)Admitted-Finance | ₹3.4 Cr+₹16.5 L (5.14%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | P MOHAMMED L1 | abdul kasim L2 | np constructions L4 | Santhosh kumar KS L3 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 1.01 | 3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means | 10,725 | sqm | 5.59 ₹59,952.75 Lowest | 5.75 ₹61,668.75 | 5.86 ₹62,848.5 | 7 ₹75,075 |
| 1.02 | 4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
Grading-III -For lower sub base - Mix in Place Method | 2,763.75 | cum | 3,130.54 ₹86,52,029.93 Lowest | 3,224.45 ₹89,11,573.69 | 3,286 ₹90,81,682.5 | 3,200 ₹88,44,000 |
| 1.03 | 12.8.G.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
RCC Grade M30 - Using Concrete Mixer | 2,658.75 | cum | 8,509.76 ₹2,26,25,324.4 Lowest | 8,765.05 ₹2,33,04,076.69 | 8,950 ₹2,37,95,812.5 | 8,900 ₹2,36,62,875 |
| 1.04 | 3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 980 | cum | 440.14 ₹4,31,337.2 Lowest | 453.34 ₹4,44,273.2 | 470 ₹4,60,600 | 450 ₹4,41,000 |
| 2.00RETAINING WALL BELT | |||||||
| 2.01 | 5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 16.69 | cum | 8,535.27 ₹1,42,436.59 Lowest | 8,791.32 ₹1,46,709.55 | 8,961 ₹1,49,541.17 | 8,700 ₹1,45,185.6 |
| 2.02 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 83.44 | kilogram | 97.69 ₹8,151.25 Lowest | 100.62 ₹8,395.73 | 102 ₹8,510.88 | 100 ₹8,344 |
| 2.03 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 66.75 | sqm | 712.76 ₹47,576.73 Lowest | 734.14 ₹49,003.85 | 747 ₹49,862.25 | 750 ₹50,062.5 |
| 2.04 | od82892/2024_2025 : Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m | 1 | each | 4,710.11 ₹4,710.11 Lowest | 4,851.41 ₹4,851.41 | 4,945 ₹4,945 | 4,800 ₹4,800 |
Tender Value
Refer Docs
EMD Value
₹1 L
Closing Date
11 Mar 2025, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Budget Proposal 2022-23 Project No. 2259- Cherpulassery Panniyamkurussi Thootha Road , Cherpulassery Municipality, Shornur LAC, Palakkad
2025_KEL_745807_1
KRO/BDC/1860/2025
Open Tender
Civil Works - Roads
Item Rate
KEL MAMALA
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,850
₹1 L
Yes
13 Mar 2025
4 Mar 2025
12 Mar 2025
4 Mar 2025
11 Mar 2025
4 Mar 2025
4 Mar 2025 - 11 Mar 2025
Amount
ROAD WORK
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
4.2.A.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub base - Mix in Place Method
12.8.G.1.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Concrete Mixer
3.18 : Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
RETAINING WALL BELT
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
od82892/2024_2025 : Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
Traffic sign and Markings
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
8.6 : 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 aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with 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.
8.14.2 : 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)
8.14.3 : Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
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
Utility Shifting (As per original bill attached during execution)
EXCLUSIVE OF GST
Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL
2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items
3.Rate should be Exclusive of GST.
4.Work should be executed as per DSR/PWD specification and direction of Engineer at site.
5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference.
7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference
8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.)
BITUMINOUS MACADAM: Quantity by level calculation & reporting to CTE as per norms
9. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference.
GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms
BITUMINOUS MACADAM: Quantity by level calculation & reporting to CTE as per norms
abdul kasim (BID ID -2146076)
Santhosh kumar KS (BID ID -2148905)
np constructions (BID ID -2148643)
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