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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.2 LAccepted-AOC CALICUT ROAD KAKKATTIL CALICUT | KOZHIKODE | KERALA | 612906 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical N A | - | Rejected-Technical L7 | |
| 5 | Rejected-Technical KALATHINGAL HOUSE KARAKKUNNU POST MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | 676123 | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | sakkir.ok L1 | KALPETTA ZONE LABOUR CONTRCT CO-OPERATIVE SOCIETY LTD L4 | Rashid K L2 | P C GEORGE L7 | SAJITH P S L3 | Malayoram Constructions L6 | OVERSEAS CONSTRUCTION AND LABOUR CONTRACT SAHAKARANA SANGHAM L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Achoor School Maintenance | ||||||||||
| 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 | 109.4 | cum | 220 ₹24,068 | 230.59 ₹25,226.55 | 219.12 ₹23,971.73 Lowest | 300 ₹32,820 | 228 ₹24,943.2 | 259 ₹28,334.6 | 233.8 ₹25,577.72 |
| 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 | 6.21 | cum | 305 ₹1,894.05 Lowest | 321.97 ₹1,999.43 | 305.96 ₹1,900.01 | 400 ₹2,484 | 318.25 ₹1,976.33 | 362 ₹2,248.02 | 326.5 ₹2,027.57 |
| 1.00 | 51.2.3:Filling with Quarry Muck 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 | 54.7 | cum | 820 ₹44,854 Lowest | 869.82 ₹47,579.15 | 826.56 ₹45,212.83 | 1,000 ₹54,700 | 861.65 ₹47,132.26 | 979 ₹53,551.3 | 882.1 ₹48,250.87 |
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 81 | sqm | 29 ₹2,349 Lowest | 31.59 ₹2,558.79 | 30.02 ₹2,431.62 | 60 ₹4,860 | 31.35 ₹2,539.35 | 35 ₹2,835 | 32 ₹2,592 |
| 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 26.62 | cum | 7,800 ₹2,07,643.8 Lowest | 8,266.81 ₹2,20,070.75 | 7,855.62 ₹2,09,124.46 | 9,400 ₹2,50,237.4 | 8,189 ₹2,17,999.37 | 9,310 ₹2,47,841.51 | 8,383.2 ₹2,23,169.17 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 5.1 | sqm | 650 ₹3,315 | 682.83 ₹3,482.43 | 648.86 ₹3,309.19 Lowest | 800 ₹4,080 | 676.4 ₹3,449.64 | 769 ₹3,921.9 | 692.4 ₹3,531.24 |
| 1.01 | OD135440/2025-2026: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 fine aggregate of 6 mm, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 547 | sqm | 1,060 ₹5,79,820 | 1,108.37 ₹6,06,278.39 | 1,053.24 ₹5,76,122.28 Lowest | 1,300 ₹7,11,100 | 1,098.2 ₹6,00,715.4 | 1,248 ₹6,82,656 | 1,124 ₹6,14,828 |
| 1.01 | OD431141/2025-2026:Providing and laying Vitrified gripped floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand),including pointing the joints with white cement and matching pigment etc., complete. | 337.52 | sqm | 1,195 ₹4,03,336.4 Lowest | 1,270.4 ₹4,28,785.41 | 1,207.21 ₹4,07,457.52 | 1,500 ₹5,06,280 | 1,257.8 ₹4,24,532.66 | 1,430 ₹4,82,653.6 | 1,288.3 ₹4,34,827.02 |
| 1.01 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 4.7 | cum | 6,655 ₹31,251.88 Lowest | 7,087.09 ₹33,280.97 | 6,734.58 ₹31,625.59 | 8,000 ₹37,568 | 7,020.5 ₹32,968.27 | 7,981 ₹37,478.78 | 7,186.9 ₹33,749.68 |
Tender Value
₹16.9 L
EMD Value
₹42,333
Closing Date
27 Feb 2026, 5:00 pmClosed
Executive Engineer
Office of the executive engineer LID AND EW Division Wayanad DP Kalpetta
Annual Plan-Wayanad DP - 2025-26 - Pr No. 33/26 - GHSS Achoor Maintenance - Pozhuthana GP -2000000/--General Civil Work
2026_LSGD_838183_2
D2-2374/2025(13)
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kalpetta
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,333
Yes
21 Apr 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Achoor School Maintenance
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
51.2.3:Filling with Quarry Muck 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
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
OD135440/2025-2026: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 fine aggregate of 6 mm, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
OD431141/2025-2026:Providing and laying Vitrified gripped floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand),including pointing the joints with white cement and matching pigment etc., complete.
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
50.12.4.2:Providing and fixing false ceiling with 7.5 mm thick PVC wooden grains panel board ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately)
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.)
13.71:Lettering with black Japan pint of approved brand and manufacture
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