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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 23/08/2025 | |
| 2 | L2₹1.5 L+₹3,524 (2.45%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MATHAI VD L1 | RAVEENDRAN. K L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF SOAK PIT | |||||
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 2.81 | cum | 406.4 ₹1,143.2 Lowest | 420 ₹1,181.46 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1.69 | cum | 8,603 ₹14,521.86 Lowest | 8,700 ₹14,685.6 |
| 1.00 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | 25 | metre | 561.2 ₹14,030 Lowest | 580 ₹14,500 |
| 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 | 23.1 | cum | 335.07 ₹7,740.12 Lowest | 340 ₹7,854 |
| 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 | 6.83 | cum | 122.04 ₹832.92 Lowest | 130 ₹887.25 |
| 1.01 | OD24175/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35*20*20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. | 8.25 | cum | 5,597 ₹46,192.04 Lowest | 5,800 ₹47,867.4 |
| 1.01 | 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 | 2.56 | cum | 9,769.94 ₹25,001.28 Lowest | 9,900 ₹25,334.1 |
| 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 | 2.9 | sqm | 359.69 ₹1,043.1 Lowest | 370 ₹1,073 |
| 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 | 188.44 | kilogram | 104.72 ₹19,733.44 Lowest | 108 ₹20,351.52 |
Tender Value
₹1.4 L
EMD Value
₹3,601
Closing Date
8 Aug 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SAJU P
AE OFFICE PERAVOOR PANCHAYATH
Annual Plan-PERAVOOR GP PRO NO 247 25-26-CONSTRUCTION OF SOAK PIT TO TAKE A BREAK BUILDING-General Civil Work
2025_LSGD_780427_32
ET-1/2025-26/AE/LSGD/PVR
Open Tender
Civil Works - Buildings
Item Rate
90 days
Peravoor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹3,601
Yes
9 Sept 2025
1 Aug 2025
12 Aug 2025
1 Aug 2025
8 Aug 2025
1 Aug 2025
Amount
CONSTRUCTION OF SOAK PIT
15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
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
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
OD24175/2025-2026:Laterate dry masonry with neatly dressed laterate stone of size 35*20*20cm or nearest size for foundation and basement including all cost of materials, labour charges etc.
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
19.7.1.2:Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg):With Sewer bricks conforming to IS : 4885
RAVEENDRAN. K (BID ID -2279076)
Bidder Name
RAVEENDRAN. K
MATHAI VD
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