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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-AOC | ₹61.0 L | L1 | Accepted-AOC Accepted Vide Resolution No.15/2026(3) dtd.04/07/2026 of Sreekandapuram Municipality |
| 2 | L2₹65.8 L+₹4.8 L (7.87%)Rejected-AOC | ₹65.8 L+₹4.8 L (7.87%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹69.5 L+₹8.5 L (14.0%)Rejected-Finance | ₹69.5 L+₹8.5 L (14.0%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹80.7 L+₹19.7 L (32.4%)Rejected-Finance | ₹80.7 L+₹19.7 L (32.4%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | NIGESH V V L1 | K K THAMBAN L3 | HAMSAKUTTY M L2 | Amrithanand K L4 |
|---|---|---|---|---|---|---|---|
| 1.00Construction of Building | |||||||
| 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 | 126.4 | cum | 252 ₹31,852.55 Lowest | 287.46 ₹36,334.66 | 271.98 ₹34,378 | 333.73 ₹42,183.14 |
| 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) | 24.21 | cum | 5,553 ₹1,34,449.24 Lowest | 6,339.33 ₹1,53,487.86 | 5,998 ₹1,45,223.58 | 7,359.61 ₹1,78,190.88 |
| 1.00 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | 0.72 | cum | 7,763 ₹5,589.36 Lowest | 8,862.07 ₹6,380.69 | 8,384.92 ₹6,037.14 | 10,288.37 ₹7,407.63 |
| 1.00 | OD40298/2026-2027:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work up to plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum (modified DAR data 5.33.1.1) | 35.14 | cum | 7,623 ₹2,67,864.6 Lowest | 8,702.06 ₹3,05,781.69 | 8,233.52 ₹2,89,317.66 | 10,102.61 ₹3,54,995.61 |
| 1.00 | OD40297/2026-2027:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level up to floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (Modified DAR data 5.33.2.1) | 117.72 | cum | 9,047 ₹10,65,012.84 Lowest | 10,327.86 ₹12,15,795.68 | 9,771.79 ₹11,50,335.12 | 11,990.08 ₹14,11,472.22 |
| 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 | 19,517.66 | kilogram | 79 ₹15,41,895.22 Lowest | 89.84 ₹17,53,466.66 | 85 ₹16,59,001.19 | 104.3 ₹20,35,692.04 |
| 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 | 238.29 | sqm | 270 ₹64,339.65 Lowest | 308.58 ₹73,533.07 | 291.97 ₹69,574.99 | 358.25 ₹85,369.18 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 287.28 | sqm | 706 ₹2,02,819.68 Lowest | 805.94 ₹2,31,530.44 | 762.56 ₹2,19,068.24 | 935.66 ₹2,68,796.4 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 454.38 | sqm | 534 ₹2,42,641.06 Lowest | 609.63 ₹2,77,006.12 | 576.81 ₹2,62,093.24 | 707.75 ₹3,21,590.28 |
Tender Value
₹81.2 L
EMD Value
₹50,000
Closing Date
24 Jun 2026, 6:00 pmClosed
BINDU P.S
Office of the Assistant Engineer, LID EW Section, Sreekandapuram Municipality.
MP-LADS- 2024-25 Dr.V.Sivadasan,Honable MP(RS) CONSTRUCTION OF BUILDING FOR NEDIYENGA GOVT.UP SCHOOL IN SREEKANDAPURAM MUCIPALITY
2026_LSGD_853593_1
PW1-4013331-1-2026
Open Tender
Civil Works - Buildings
Item Rate
180 days
SREEKANDAPURAM MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jul 2026
3 Jun 2026
26 Jun 2026
3 Jun 2026
24 Jun 2026
3 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Building | |||||
| 1.001 | 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 | 0.6 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded
stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | OD40298/2026-2027:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work up to plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum (modified DAR data 5.33.1.1) | - | cum | - | - |
| 1.005 | OD40297/2026-2027:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.
All work above plinth level up to floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (Modified DAR data 5.33.2.1) | 1 | cum | - | - |
| 1.006 | 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 | 0.4 | kilogram | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.008 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 1.009 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.6 | sqm | - | - |
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