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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.3 LAccepted-AOC | ₹71.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹76.2 LRejected-AOC | ₹76.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹77.0 LRejected-AOC | ₹77.0 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | T. RATHNAKARAN L3 | Sujesh M K L1 | SIBIN.T.K. L2 |
|---|---|---|---|---|---|---|
| 1.00Pazhassi Kovilakam Pond Renovation | ||||||
| 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 | 842.63 | cum | 245 ₹2.1 L | 225.09 ₹1.9 L | 240.45 ₹2.0 L |
| 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 | 1,088.92 | cum | 125 ₹1.4 L | 114.47 ₹1.2 L | 122.28 ₹1.3 L |
| 1.00 | OD348018/2025-2026:Carriage of Excavated earth from the Site to a lead of 5Km in paved roads by
Mechanical Transport including loading, Unloading and stacking | 505.58 | cum | 217 ₹1.1 L | 201.42 ₹1.0 L | 215.17 ₹1.1 L |
| 1.00 | OD542796/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality
blasted rubble including conveyance of material and labour charges etc. complete as per
direction of departmental officers at site .Modified data of 60.7.2 | 117.32 | cum | 2,775 ₹3.3 L | 2,592.42 ₹3.0 L | 2,769.38 ₹3.2 L |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 73.08 | cum | 9,800 ₹7.2 L | 9,163.97 ₹6.7 L | 9,789.52 ₹7.2 L |
| 1.01 | 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 | 5,481.3 | kilogram | 107 ₹5.9 L | 98.22 ₹5.4 L | 104.93 ₹5.8 L |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 86.56 | sqm | 370 ₹32,027.20 | 337.38 ₹29,203.61 | 360.41 ₹31,197.09 |
| 1.01 | OD419992/2023-2024:MR _35 Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR) | 693.85 | cum | 6,550 ₹45.4 L | 6,080.92 ₹42.2 L | 6,496.02 ₹45.1 L |
| 1.01 | OD384793/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete | 265.6 | metre | 118 ₹31,340.80 | 105.69 ₹28,071.26 | 112.9 ₹29,986.24 |
Tender Value
₹76.2 L
EMD Value
₹50,000
Closing Date
5 Mar 2026, 5:00 pmClosed
RAJANI P P
ASSISTANT ENGINEER MTTANNUR MUNICIPALITY
Mattannur Municipality 135/25- Pazhassi Kovilakam Pond Renovation -General Civil Work
2026_LSGD_839068_1
AE/CSGD/MTNR/25-26
Open Tender
Civil Works - Others
365 days
MATTANNUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
4 Jun 2026
21 Feb 2026
7 Mar 2026
21 Feb 2026
5 Mar 2026
21 Feb 2026
Pazhassi Kovilakam Pond Renovation
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
OD348018/2025-2026:Carriage of Excavated earth from the Site to a lead of 5Km in paved roads by Mechanical Transport including loading, Unloading and stacking
OD542796/2024-2025:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site .Modified data of 60.7.2
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
OD419992/2023-2024:MR _35 Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
OD384793/2025-2026:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
16.21:Engraving letters in hard stone
4.1.6: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 40 mm nominal size derived from natural sources)
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
OD422527/2023-2024:Laterite exposed masonry(Decorative work) in cm 1:6 by using laterite stone 35x20x20 cm finely dressed to 33x18x18 cm size smoothly finished laterite stone , so as to get the masonry in joint free appearance including smoothening the surface of the completed masonry and making good for application of sealant coat to be paid separately.(MOD 50.6.7.2 of DAR
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