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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₹1.5 LAccepted-AOC | L1 | Accepted-AOC Approved resolution no.7 dated.17.02.2026 of kuruva grama panchayath | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SAJID CT L3 | C H MOHAMMED THASNEEM L1 | Mankada Labour Contract Co Operative Society ltd L2 | Yunus L4 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation of Anganavadi Building | |||||||
| 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 | 9.18 | cum | 260 ₹2,386.8 | 203.74 ₹1,870.33 Lowest | 229.53 ₹2,107.09 | 300 ₹2,754 |
| 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 | 8.93 | cum | 360 ₹3,214.08 | 284.48 ₹2,539.84 Lowest | 320.5 ₹2,861.42 | 400 ₹3,571.2 |
| 1.00 | OD153061/2025-2026:[OD FROM DAR 60.7.1] DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site. | 24.46 | cum | 4,000 ₹97,852 | 3,158.21 ₹77,259.29 Lowest | 3,558.03 ₹87,040.09 | 4,500 ₹1,10,083.5 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 7.44 | sqm | 390 ₹2,901.6 | 305.39 ₹2,272.1 Lowest | 344.05 ₹2,559.73 | 500 ₹3,720 |
| 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) | 1.86 | cum | 9,300 ₹17,316.6 | 7,304.22 ₹13,600.46 Lowest | 8,228.91 ₹15,322.23 | 10,000 ₹18,620 |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 31.07 | sqm | 400 ₹12,428 | 316.71 ₹9,840.18 Lowest | 356.8 ₹11,085.78 | 400 ₹12,428 |
| 1.01 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 1 | each | 150 ₹150 | 117.29 ₹117.29 Lowest | 132.13 ₹132.13 | 200 ₹200 |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 132.84 | kg | 180 ₹23,910.66 | 141.11 ₹18,744.63 Lowest | 158.97 ₹21,117.1 | 200 ₹26,567.4 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes 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 | 67.44 | kg | 190 ₹12,814.17 | 147.93 ₹9,976.84 Lowest | 166.66 ₹11,240.05 | 200 ₹13,488.6 |
Tender Value
₹1.7 L
EMD Value
₹4,237
Closing Date
11 Feb 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
Office of the Assistant Engineer, LID EW Section Kuruva GP
Annual Plan - 2025 - 2026 - Project No. 132/26 - Renovation of Centre No. 102 - Pang Mahila Samajam Anganavadi Building
2026_LSGD_832622_16
AE/LIDEW/KUR/TER/ET/09/25-26
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kacherippadi - Pang Mahila Samajam Anganavadi
Please refer Tender document
10 documents required · 10 mandatory
₹555
Yes
₹4,237
Yes
8 Mar 2026
4 Feb 2026
13 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
Renovation of Anganavadi Building
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
OD153061/2025-2026:[OD FROM DAR 60.7.1] DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site.
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
50.10.2:Steel work for purlin/single section with G I pipes 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
OD412219/2025-2026: Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch ofcorrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coatedthickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side. of the sheet and polyester top coat 15-18 microns.Sheet should have protective guard film of 25 microns minimum to avoid scratchesduring transportation and should be supplied in single length upto 12 metre or as desiredby Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws ofsize (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical orcurved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required.
OD412226/2025-2026:Providing and fixing 150 mm wide square cut PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat,screws and washers etc.,including making necessary connections with rain water pipes etc.complete.
50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
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