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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC KOTTA HOUSE POWALKOTTA KASRAGOD P O MULIYAR KASRAGOD | KASARGOD | KASARGOD | KERALA | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 Cr+₹10.0 L (6.82%)Rejected-Finance KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | ₹1.6 Cr+₹10.0 L (6.82%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.6 Cr+₹16.9 L (11.6%)Rejected-Finance | ₹1.6 Cr+₹16.9 L (11.6%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L2 | JAFAR SADIK M L1 | G S RAJEEV L3 |
|---|---|---|---|---|---|---|
| 1.00BUILDING | ||||||
| 1.00 | 20.2.3:Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 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 | 568.2 | metre | 3,547.05 ₹20,15,433.81 | 3,320.56 ₹18,86,742.19 Lowest | 3,704.25 ₹21,04,754.85 |
| 1.00 | 20.6.3.2:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Group of two or more piles upto 50 tonne Safe capacityRoutine test (Test Load 1.5 times the Safe capacity) | 4 | per test | 41,564.6 ₹1,66,258.4 | 38,910.58 ₹1,55,642.32 Lowest | 43,406.66 ₹1,73,626.64 |
| 1.00 | 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. | 14 | per test | 1,071.01 ₹14,994.14 | 1,002.62 ₹14,036.68 Lowest | 1,118.47 ₹15,658.58 |
| 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 | 176.08 | cum | 312.69 ₹55,059.71 | 292.72 ₹51,543.31 Lowest | 326.55 ₹57,500.23 |
| 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) | 45.12 | cum | 6,895.62 ₹3,11,109.69 | 6,455.31 ₹2,91,244.22 Lowest | 7,201.22 ₹3,24,897.44 |
| 1.01 | 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) | 3.55 | cum | 8,028.32 ₹28,516.59 | 7,515.69 ₹26,695.73 Lowest | 8,384.12 ₹29,780.39 |
| 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 | 250.97 | sqm | 335.66 ₹84,240.59 | 314.23 ₹78,862.3 Lowest | 350.54 ₹87,975.02 |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 22.31 | sqm | 729.82 ₹16,282.28 | 683.22 ₹15,242.64 Lowest | 762.17 ₹17,004.01 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 316.4 | sqm | 876.67 ₹2,77,378.39 | 820.69 ₹2,59,666.32 Lowest | 915.53 ₹2,89,673.69 |
Tender Value
₹1.7 Cr
EMD Value
₹50,000
Closing Date
30 Sept 2025, 5:00 pmClosed
Assistant Enginee
The Assistant Engineer, Local Self Government Department (LSGD), O/o Office of the Assistant Engineer , LSGD SECTION BALAL
Annual Plan-Kasaragod DP-Parappa BP-Balal GP 2025-26, PR NO 201/2025-26- Construction of Vellarikkundu Bus Stand Cum Shopping Complex General Civil Work 1
2025_LSGD_800403_1
AE/LSGD/TNDR/03/2025
Open Tender
Civil Works - Buildings
Item Rate
330 days
Balal GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹6,508
Yes
₹50,000
Yes
24 Oct 2025
22 Sept 2025
3 Oct 2025
22 Sept 2025
30 Sept 2025
22 Sept 2025
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