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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L3₹2.1 Cr+₹8.3 L (4.20%)Rejected-AOC | ₹2.1 Cr+₹8.3 L (4.20%) | L3 | Rejected-AOC L3 |
| 3 | L3₹2.8 Cr+₹83.0 L (42.1%)Rejected-AOC | ₹2.8 Cr+₹83.0 L (42.1%) | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | KAIKARA CONSTRUCTION COMPANY PRIVATE LIMITED L3 | BABU N L1 | Boulder Developers Private Limited L2 |
|---|---|---|---|---|---|---|
| 1.00Ground Floor | ||||||
| 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 | 630.48 | sqm | 60 ₹37,828.92 | 30.27 ₹19,084.69 Lowest | 31.3 ₹19,734.09 |
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 248 | hour | 500 ₹1,24,000 | 296.38 ₹73,502.24 Lowest | 306.41 ₹75,989.68 |
| 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 | 454.24 | cum | 360 ₹1,63,525.68 | 308.55 ₹1,40,155.13 Lowest | 318.99 ₹1,44,897.38 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 138.57 | cum | 150 ₹20,785.05 | 112.38 ₹15,572.16 Lowest | 116.18 ₹16,098.71 |
| 1.00 | OD196634/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).600 mm dia piles(20.2.3) | 211.9 | metre | 4,500 ₹9,53,550 | 3,543.1 ₹7,50,782.89 Lowest | 3,663.04 ₹7,76,198.18 |
| 1.01 | OD214747/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).700 mm dia piles( 20.2.3-20.2.4) | 228.75 | metre | 5,000 ₹11,43,750 | 4,512.77 ₹10,32,296.14 Lowest | 4,665.53 ₹10,67,239.99 |
| 1.01 | OD214848/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all its lifts and leads rock peneteration of 800 mm dia piles (20.2.3,20.2.4) | 101.4 | metre | 5,500 ₹5,57,700 Lowest | 5,715.44 ₹5,79,545.62 | 5,908.91 ₹5,99,163.47 |
| 1.01 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | 31 | per test | 3,000 ₹93,000 | 1,056.82 ₹32,761.42 Lowest | 1,092.6 ₹33,870.6 |
| 1.01 | OD198245/2025-2026:Vertical load testing of piles in accordance with IS2911(Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after testing etc. completing as per specification and the direction of engineer-in-charge.
Single pile-600mm diameter
Routine test (For 142.5T capacity)
Details of rate per test | 1 | per test | 3,00,000 ₹3,00,000 Lowest | 3,04,214.27 ₹3,04,214.27 | 3,14,512.54 ₹3,14,512.54 |
Tender Value
₹2.1 Cr
EMD Value
₹1 L
Closing Date
23 Mar 2026, 6:00 pmClosed
SECRETARY
Peravoor Block Panchayath
MPLADS 2022-23 Construction of Building for Vinoda Vinjana Vikasana Kendram I n Peravoor Grma Panchayath proposed by Dr.V.Sivadasan
2026_CRD_842646_1
255071-2025
Open Tender
Civil Works - Buildings
Item Rate
450 days
PERAVOOR BLOCK
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
27 Jun 2026
2 Mar 2026
25 Mar 2026
2 Mar 2026
23 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Ground Floor | |||||
| 1.001 | 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 | 0.8 | sqm | - | - |
| 1.002 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.003 | 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 | 0.2 | cum | - | - |
| 1.004 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 0.8 | cum | - | - |
| 1.005 | OD196634/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).600 mm dia piles(20.2.3) | - | metre | - | - |
| 1.006 | OD214747/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).700 mm dia piles( 20.2.3-20.2.4) | - | metre | - | - |
| 1.007 | OD214848/2025-2026:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all its lifts and leads rock peneteration of 800 mm dia piles (20.2.3,20.2.4) | - | metre | - | - |
| 1.008 | 20.9:Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. Note:- The inclusion of the above item in the schedule of work shall be judiciously decided by the technical sanctioning authority, keeping in view the quality control, type of soil strata & importance of the project. | - | per test | - | - |
| 1.009 | OD198245/2025-2026:Vertical load testing of piles in accordance with IS2911(Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after testing etc. completing as per specification and the direction of engineer-in-charge.
Single pile-600mm diameter
Routine test (For 142.5T capacity)
Details of rate per test | - | per test | - | - |
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