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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₹6.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹6.3 L+₹38,571.52 (6.47%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹6.7 L+₹79,069.53 (13.3%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ERNAKULAM | KERALA | 680667 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P S Sunilkumar L1 | ARUNKUMAR.A L2 | S.Ramesh L3 |
|---|---|---|---|---|---|---|
| 1.00VILANGOOR ROAD | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11.29 | cum | 1,619.49 ₹18,280.8 Lowest | 1,724.04 ₹19,460.96 | 1,834.08 ₹20,703.1 |
| 1.00 | OD34441/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel | 9.9 | cum | 1,158.18 ₹11,465.98 Lowest | 1,232.95 ₹12,206.21 | 1,311.65 ₹12,985.34 |
| 1.00 | 4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 36.9 | cum | 2,994.26 ₹1,10,482.21 Lowest | 3,187.55 ₹1,17,614.22 | 3,391.01 ₹1,25,121.49 |
| 1.00 | OD34416/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking concrete Block
Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm sizes as per
drawings and Technical Specification Clause 1504 | 346.77 | sqm | 994.59 ₹3,44,898.95 Lowest | 1,058.8 ₹3,67,165.37 | 1,126.38 ₹3,90,600.42 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.65 | cum | 8,111.88 ₹29,592.14 Lowest | 8,635.53 ₹31,502.41 | 9,186.73 ₹33,513.19 |
| 2.00pipe drain | ||||||
| 2.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 10.96 | cum | 831.63 ₹9,114.66 Lowest | 885.32 ₹9,703.11 | 941.83 ₹10,322.46 |
| 2.00 | OD66097/2026-2027:Providing and laying non- pressure NP2 class (light duty) R.C.C pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2
coarse sand ) including testing of joints etc. complete. 300 mm dia R. C .C pipe
Modified DAR 19.6.4 | 53 | metre | 1,030.32 ₹54,606.96 Lowest | 1,098.72 ₹58,232.16 | 1,168.85 ₹61,949.05 |
| 2.00 | 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 | 0.19 | cum | 7,948.28 ₹1,526.07 Lowest | 8,461.37 ₹1,624.58 | 9,001.46 ₹1,728.28 |
Tender Value
₹6.7 L
EMD Value
₹16,872
Closing Date
2 Nov 2026, 6:00 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 AROOR GP
Aroor Gramapnchayth 2026-2027 Project NO 420 2026-2027-Vilangoor Kakkaparambu Road Tile laying and Kannamparambu road pipe drain in ward No 4
2026_LSGD_882068_1
LSGD/CELSGD/TR/36452/2026
Open Tender
Civil Works - Roads
Item Rate
AROOR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,490
Yes
₹16,872
Yes
5 Nov 2026
24 Oct 2026
4 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1VILANGOOR ROAD | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 11.29 | cum | - | - |
| 1.002 | OD34441/2026-2027:Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and
compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)Gravel | 9.9 | cum | - | - |
| 1.003 | 4.1.A.3: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (iii) For Grading III Material | 36.9 | cum | - | - |
| 1.004 | OD34416/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking concrete Block
Pavements having thickness 80mm over 50mm thick crushed stone of 6.70mm sizes as per
drawings and Technical Specification Clause 1504 | 346.78 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.65 | cum | - | - |
| 2pipe drain | |||||
| 2.001 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 10.96 | cum | - | - |
| 2.002 | OD66097/2026-2027:Providing and laying non- pressure NP2 class (light duty) R.C.C pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement :2
coarse sand ) including testing of joints etc. complete. 300 mm dia R. C .C pipe
Modified DAR 19.6.4 | 53 | metre | - | - |
| 2.003 | 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 | 0.19 | cum | - | - |
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