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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₹37.8 LAccepted-AOC POOTHRIKKA | L1 | Accepted-AOC Accepted Vide Resolution No.3(1) dtd.14-07-2025 of Vadavucode Puthencruz Grama Panchayat | |
| 2 | L2₹39.5 L+₹1.6 L (4.33%)Rejected-AOC 12 | KANNUR | KERALA | 670001 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹39.6 L+₹1.8 L (4.75%)Rejected-Finance KOTTAYAM | KERALA | 686102 | L3 | Rejected-Finance Higher rate and hence not admitted | |
| 4 | L4₹40.9 L+₹3.1 L (8.14%)Rejected-Finance | L4 | Rejected-Finance Higher rate and hence not admitted | |
| 5 | Rejected-Technical | - | Rejected-Technical Failed to submit renewed registration certificate |
| Sl No | Description | Qty | Unit | MONCY ABRAHAM L2 | jacob m p L4 | ALBERT CHERIAN L5 | K.P Benny L3 | C K PAUL L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Tile laying | ||||||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry | 16.4 | cum | 432 ₹7,084.8 | 446.83 ₹7,328.01 | 400 ₹6,560 Lowest | 432 ₹7,084.8 | 413.2 ₹6,776.48 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 291.91 | cum | 401 ₹1,17,056.71 | 410.6 ₹1,19,859.07 | 250 ₹72,978 Lowest | 397 ₹1,15,889.06 | 379.69 ₹1,10,836.07 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 35.34 | cum | 8,100 ₹2,86,262.1 | 8,371.36 ₹2,95,852.23 | 7,000 ₹2,47,387 Lowest | 8,110 ₹2,86,615.51 | 7,741.26 ₹2,73,583.87 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 341.09 | cum | 7,900 ₹26,94,642.6 | 8,181.08 ₹27,90,517.3 | 8,750 ₹29,84,572.5 | 7,925 ₹27,03,169.95 | 7,565.3 ₹25,80,478.44 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 10.15 | cum | 8,900 ₹90,326.1 | 9,194.95 ₹93,319.55 | 10,000 ₹1,01,490 | 8,908 ₹90,407.29 | 8,502.85 ₹86,295.42 Lowest |
| 1.01 | OD78326/2025-2026:Filling With Available Eatrh( Excluding Rock),trenchs ,plinth,sides of Foundations,etc. in layers not exceeding 20 cmin depth consolidating earth deposited layer by ramming,and
Watering, Lead upto 50 mts and Lift upto 1.50 mtsasper direction of site Engineer in Charge | 130.32 | cum | 300 ₹39,097.5 | 308.54 ₹40,210.48 | 300 ₹39,097.5 | 298.5 ₹38,902.01 | 285.31 ₹37,183.03 Lowest |
| 1.01 | OD78324/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 104.26 | cum | 420 ₹43,789.2 | 431.82 ₹45,021.55 | 1,000 ₹1,04,260 | 418 ₹43,580.68 | 399.32 ₹41,633.1 Lowest |
| 1.01 | 4.3:Gravel/Soil-Aggregate Surface Course (Table 400.3) Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402 | 53.43 | cum | 3,000 ₹1,60,290 | 3,152.19 ₹1,68,421.51 | 3,250 ₹1,73,647.5 | 3,053 ₹1,63,121.79 | 2,914.93 ₹1,55,744.71 Lowest |
| 1.01 | OD78328/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I
Material | 53 | cum | 2,900 ₹1,53,711.6 | 3,061.56 ₹1,62,274.93 | 3,200 ₹1,69,612.8 | 2,966 ₹1,57,209.86 | 2,831.12 ₹1,50,060.68 Lowest |
Tender Value
₹44.0 L
EMD Value
₹50,000
Closing Date
8 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SANTHOSH KN
Office of the Assistant Engineer LID EW Section Vadavukode Puthencruz Grama Panchayat
PTZ-249-26 Athyattuthazham Road Formation First Stage in Ward 15 of Vadavucode Puthencruz GP
2025_LSGD_772787_1
01/ET/2025-26/AE/LID EW/PTZ
Open Tender
Civil Works - Roads
Item Rate
Vadavukode Puthencruz Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
21 Aug 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
8 Jul 2025
30 Jun 2025
Amount
Road Tile laying
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
OD78326/2025-2026:Filling With Available Eatrh( Excluding Rock),trenchs ,plinth,sides of Foundations,etc. in layers not exceeding 20 cmin depth consolidating earth deposited layer by ramming,and Watering, Lead upto 50 mts and Lift upto 1.50 mtsasper direction of site Engineer in Charge
OD78324/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
4.3:Gravel/Soil-Aggregate Surface Course (Table 400.3) Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
OD78328/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD78327/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2
OD78325/2025-2026:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete Modified 60.2.2
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
MONCY ABRAHAM (BID ID -2242883)
K.P Benny (BID ID -2244282)
jacob m p (BID ID -2244129)
ALBERT CHERIAN (BID ID -2244242)
Bidder Name
ALBERT CHERIAN
jacob m p
MONCY ABRAHAM
C K PAUL
K.P Benny
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