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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹78.5 L+₹12,494.45 (0.16%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹80.4 L+₹2.0 L (2.59%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Raveendran M L3 | LIYAKKATHALI L1 | Santhosh kumar KS L2 |
|---|---|---|---|---|---|---|
| 1.00RENOVATION POND | ||||||
| 1.00 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,000 | Sqm | 20 ₹40,000 | 18.18 ₹36,360 Lowest | 19 ₹38,000 |
| 1.00 | 60.2.4 BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP -
Bailing out water with engine and pump set above 10HP and up to 20HP, including
conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of
staff etc complete | 554 | Hour | 640 ₹3,54,560 | 638.35 ₹3,53,645.9 Lowest | 639 ₹3,54,006 |
| 1.00 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 484 | Cum | 260 ₹1,25,840 | 257.6 ₹1,24,678.4 Lowest | 258 ₹1,24,872 |
| 1.00 | 2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated
or stacked materials.All kinds of soil | 484 | Cum | 140 ₹67,760 | 131 ₹63,404 Lowest | 132 ₹63,888 |
| 1.00 | 2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.All kinds of soil | 185.89 | Cum | 360 ₹66,921.12 | 359.68 ₹66,861.63 Lowest | 360 ₹66,921.12 |
| 1.01 | 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 10.75 | Cum | 8,570 ₹92,110.36 | 8,568.28 ₹92,091.87 Lowest | 8,570 ₹92,110.36 |
| 1.01 | 60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 288.86 | Cum | 4,000 ₹11,55,424 | 3,993.06 ₹11,53,419.34 Lowest | 4,000 ₹11,55,424 |
| 1.01 | 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 derived from natural sources) | 299.61 | Cum | 10,000 ₹29,96,090 | 9,962.93 ₹29,84,983.49 Lowest | 9,970 ₹29,87,101.73 |
| 1.01 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling
up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate
20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse
sand) | 20.81 | Cum | 8,400 ₹1,74,787.2 | 8,342.65 ₹1,73,593.86 Lowest | 8,350 ₹1,73,746.8 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
24 Mar 2026, 4:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
AMRUT-2.0 Cherupulassery Municipality - Cholakulam Rejuvenation, Palakkad District
2026_KEL_847852_1
KRO/BDC/2363/2026
Open Tender
Civil Works - Buildings
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
26 Mar 2026
17 Mar 2026
25 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
17 Mar 2026 - 24 Mar 2026
RENOVATION POND
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
60.2.4 BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
2.8.1 Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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 derived from natural sources)
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
10.25.2 Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
19.6.10 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete:900 mm dia R.C.C. pipe
13.48.1 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
51.2.3 Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
16.68 Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD364049/2025-2026 Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m
DRAIN
3.5.2 Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections
11.4.1.1 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
12.5.2.1 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)
13.1.1.1 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
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.)
9. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref.
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