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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Fee/PreQual/Technical/Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.3 L+₹28,723.10 (5.74%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L1 | Rajeev L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 1.00 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | 18 | cum | 405.98 ₹7,307.64 Lowest | 428.43 ₹7,711.74 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 18.77 | cum | 373.06 ₹7,004.2 Lowest | 393.69 ₹7,391.53 |
| 1.00 | OD169258/2026-2027:DR PACKING Under foundation using departmental Rubble - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | 14.46 | cum | 987.34 ₹14,276.94 Lowest | 1,041.92 ₹15,066.16 |
| 1.00 | OD169260/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.62 | cum | 7,313.7 ₹26,439.03 Lowest | 7,717.9 ₹27,900.21 |
| 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 28.61 | cum | 7,433.35 ₹2,12,690.44 Lowest | 7,844.16 ₹2,24,444.95 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.5 | tonne | 84,869.5 ₹42,349.88 Lowest | 89,559.95 ₹44,690.42 |
| 1.01 | OD169259/2026-2027:Providing weepholes in , plain/reinforced concrete abutment, wing wall, return wall with 50 mm dia PVC pipes working pressure 6kg/sq.cm including cost of materials, conveyance, labour charge, etc. complete as per drawing and technical specification | 49.3 | metre | 41.65 ₹2,053.35 Lowest | 65.84 ₹3,245.91 |
| 1.01 | OD169266/2026-2027: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 | 150 | per sqm | 31.05 ₹4,657.5 Lowest | 32.77 ₹4,915.5 |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 8.1 | cum | 8,081.37 ₹65,459.1 Lowest | 8,528 ₹69,076.8 |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
11 Sept 2026, 3:00 pmClosed
NAJEEM K E
OFFICE OF THE ASSISTANT ENGINEER, LID EW SECTION, ANCHAL GRAMA PANCHAYATH, ANCHAL, KOLLAM
266/27 ERANADU VATHUKKAL-LAKSHAM VEEDU COLONY ROAD IN ANCHAL GP
2026_LSGD_867163_20
01/TEN/AE/LIDEW/ACL/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
ANCHAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,310
Yes
₹14,828
Yes
4 Oct 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> 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.<br> (D) Dry Rubble Masonry | - | cum | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 1 | cum | - | - |
| 1.003 | OD169258/2026-2027:DR PACKING Under foundation using departmental Rubble - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site | - | cum | - | - |
| 1.004 | OD169260/2026-2027:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.005 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | OD169259/2026-2027:Providing weepholes in , plain/reinforced concrete abutment, wing wall, return wall with 50 mm dia PVC pipes working pressure 6kg/sq.cm including cost of materials, conveyance, labour charge, etc. complete as per drawing and technical specification | 1 | metre | - | - |
| 1.008 | OD169266/2026-2027: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 | - | per sqm | - | - |
| 1.009 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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