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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | ₹7.1 L | L1 | Accepted-AOC Accepted Vide Resolution No.dtd.6-06-26 of kuttampuzha gp |
| 2 | L2₹7.2 L+₹9,601.26 (1.35%)Rejected-Finance | ₹7.2 L+₹9,601.26 (1.35%) | L2 | Rejected-Finance Higher rate and hence not admitted |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | JOY M K L2 | SHEJI MUSTHAFA L1 | BABY JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00PLAY GROUND | ||||||
| 1.00 | OD438421/2025-2026:OD from MoRD 3.4 Construction of Embankment with Material Obtained from Borrow Pits Construction of
embankment with approved material obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required slope and compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 748 | cum | 430 ₹3,21,640 | 379 ₹2,83,492 Lowest | 400 ₹2,99,200 |
| 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 | 9.52 | cum | 300 ₹2,856 Lowest | 305 ₹2,903.6 | 300 ₹2,856 Lowest |
| 1.00 | 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) | 2.38 | cum | 6,000 ₹14,280 Lowest | 6,671.56 ₹15,878.31 | 7,000 ₹16,660 |
| 1.00 | 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) | 30.09 | cum | 6,800 ₹2,04,612 Lowest | 7,034.6 ₹2,11,671.11 | 7,300 ₹2,19,657 |
| 1.00 | OD432667/2025-2026:OD310941/2024-2025
PROVIDING WEAP HOLES USING 75MM P.V.C. PIPES (4KGF/CM2.) | 19.2 | metre | 80 ₹1,536 Lowest | 93.72 ₹1,799.42 | 100 ₹1,920 |
| 1.01 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 414.68 | kg | 150 ₹62,202 Lowest | 194.21 ₹80,535 | 200 ₹82,936 |
| 1.01 | OD438566/2025-2026:Providing and fixing of Nylon safety net (Garware or equivalent) with 5mm thick wire mesh size not greater than 50mm in existing goal post frame including all cost and labour, scaffolding charges etc. complete as per direction of engineer in charge. | 152.5 | sqm | 220 ₹33,550 Lowest | 234.4 ₹35,746 | 250 ₹38,125 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 301.81 | sqm | 270 ₹81,488.16 | 266.85 ₹80,537.46 Lowest | 290 ₹87,524.32 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
4 Mar 2026, 5:00 pmClosed
Reshma P Raj
Office of the Assistant EngineerLIDEW SectionKuttampuzha Grama Panchayat
549/25 26/KTMPZHA COMPLETION OF KUTTAMPUZHA STADIUM WARD 15
2026_LSGD_837960_2
14/2025 26/AE/LID EW/KTMPZA
Open Tender
Civil Works - Buildings
Item Rate
270 days
Kuttampuzha GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
10 Aug 2026
21 Feb 2026
6 Mar 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1PLAY GROUND | |||||
| 1.001 | OD438421/2025-2026:OD from MoRD 3.4 Construction of Embankment with Material Obtained from Borrow Pits Construction of
embankment with approved material obtained from borrow pits with a lift upto 1.5 m,
transporting to site, spreading, grading to required slope and compacting to meet requirement of
Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | OD432667/2025-2026:OD310941/2024-2025
PROVIDING WEAP HOLES USING 75MM P.V.C. PIPES (4KGF/CM2.) | 1 | metre | - | - |
| 1.006 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | - | kg | - | - |
| 1.007 | OD438566/2025-2026:Providing and fixing of Nylon safety net (Garware or equivalent) with 5mm thick wire mesh size not greater than 50mm in existing goal post frame including all cost and labour, scaffolding charges etc. complete as per direction of engineer in charge. | - | sqm | - | - |
| 1.008 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 0.2 | sqm | - | - |
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