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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 LAccepted-AOC | ₹10.4 L | L1 | Accepted-AOC Low Bid |
| 2 | L2₹10.5 LRejected-AOC KERALA KL | KOTTAYAM | KERALA | 686001 | ₹10.5 L | L2 | Rejected-AOC High Bid |
| 3 | L3₹10.7 LRejected-AOC | ₹10.7 L | L3 | Rejected-AOC High Bid |
| 4 | L4₹11.0 LRejected-AOC KANNUR | KERALA | 670612 | ₹11.0 L | L4 | Rejected-AOC High Bid |
| 5 | L5₹11.3 LRejected-AOC | ₹11.3 L | L5 | Rejected-AOC High Bid |
| Sl No | Description | Qty | Unit | SANAHULLA T P L5 | Muhammedali K K L1 | MUHAMMED SALIM TK L2 | muhammed k L3 | ISMAIL P L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00DWS Completion | ||||||||
| 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 | 29.4 | cum | 224.8 ₹6,609.12 | 206 ₹6,056.4 | 208.85 ₹6,140.19 | 212.94 ₹6,260.44 | 219.36 ₹6,449.18 |
| 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 | 20.25 | cum | 313.89 ₹6,356.27 | 288 ₹5,832 | 291.62 ₹5,905.31 | 297.36 ₹6,021.54 | 306.29 ₹6,202.37 |
| 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) | 1.35 | cum | 6,922.18 ₹9,344.94 | 6,360 ₹8,586 | 6,431.07 ₹8,681.94 | 6,557.85 ₹8,853.1 | 6,754.59 ₹9,118.7 |
| 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) | 9.27 | cum | 9,152.42 ₹84,806.32 | 8,410 ₹77,927.06 | 8,503.08 ₹78,789.54 | 8,670.6 ₹80,341.78 | 8,930.84 ₹82,753.16 |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.32 | cum | 11,144.92 ₹48,146.05 | 10,241 ₹44,241.12 | 10,354.21 ₹44,730.19 | 10,558.26 ₹45,611.68 | 10,875.09 ₹46,980.39 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 11.32 | cum | 11,729.52 ₹1,32,766.44 | 10,778 ₹1,21,996.18 | 10,897.34 ₹1,23,346.99 | 11,112.12 ₹1,25,778.09 | 11,444.74 ₹1,29,543.01 |
| 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 | 24 | sqm | 336.96 ₹8,087.04 | 309 ₹7,416 | 313.05 ₹7,513.2 | 319.14 ₹7,659.36 | 328.8 ₹7,891.2 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 35.11 | sqm | 838.77 ₹29,451.73 | 769 ₹27,001.9 | 779.27 ₹27,362.51 | 794.61 ₹27,901.14 | 818.47 ₹28,738.94 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 66.45 | sqm | 665.68 ₹44,234.44 | 611 ₹40,600.95 | 618.46 ₹41,096.67 | 630.63 ₹41,905.36 | 649.57 ₹43,163.93 |
Tender Value
₹11.9 L
EMD Value
₹29,658
Closing Date
12 Nov 2025, 6:00 pmClosed
Assistant Engineer LIDEW
Office of the Assistant Engineer, LIDEW Section, Karuvarakundu Grama Panchayat
Annual Plan-Karuvarakundu GP 2025-26 100/26 Completion works to Chamakkunnu DWSS-100/26-General Civil Work
2025_LSGD_818658_1
5/2025/AE/LIDEW/KKD/ET
Open Tender
Civil Works - Water Works
Karuvarakundu
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹29,658
Yes
18 Feb 2026
4 Nov 2025
14 Nov 2025
4 Nov 2025
12 Nov 2025
4 Nov 2025
Amount
DWS Completion
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
2.8.1: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
4.1.8: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)
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)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources).
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide
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
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
OD378604/2025-2026:Supplying and fixing Booth type pump house of size 1.20x1.20x1.80 m with M.S Sheet wall fixed in cement concrete 1:2:4, flooring with cement concrete 1:2:4 5 cm thick with G.I trafford sheet roof
OD378605/2025-2026:Supplying, conveying, fitting, trial running and commissioning of electrically driven best quality reputed make ISI marked , open well/ bore well submersible pump set having bronze impeller & Stainless steel shaft capable of discharging required lpm against a total required head including all accessories such as panel board, suitable starter, flat submersible cable of sufficient grade, delivery pipe (up to 10 m) connecting to the pumping main etc. complete. The warranty shall be for a minimum period of two years. 1 HP to 10 HP.
OD378603/2025-2026:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, testing of joints etc complete as per direction of Engineer in Charge. 75 mm dia 10 Kgf/ cm2 (with out trenching and refilling)
50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2
50.18.9.2.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
50.18.9.5.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints compete as per direction of Engineer in Charge. 40 mm dia 6 Kgf/cm2
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
MUHAMMED SALIM TK (BID ID -2436463)
muhammed k (BID ID -2436303)
ISMAIL P (BID ID -2434152)
SANAHULLA T P (BID ID -2437036)
Bidder Name
SANAHULLA T P
ISMAIL P
muhammed k
MUHAMMED SALIM TK
Muhammedali K K
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