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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Fee/PreQual/Technical/Finance KARUKAMALAYIL PERUMBAIKADU P O KOTTAYAM | KOTTAYAM | KOTTAYAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.5 L+₹20,280.80 (2.18%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SajeeshLukose L1 | Sabumon Lukose L2 |
|---|---|---|---|---|---|
| 1.00Road work | |||||
| 1.00 | OD279347/2025-2026:
Scarifying the existing bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction. | 973.6 | sqm | 6 ₹5,841.6 Lowest | 10 ₹9,736 |
| 1.00 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 97.36 | cum | 3,900 ₹3,79,704 | 3,700 ₹3,60,232 Lowest |
| 1.00 | OD279350/2025-2026:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 973.6 | sqm | 100 ₹97,360 Lowest | 115 ₹1,11,964 |
| 1.00 | OD279352/2025-2026:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 973.6 | sqm | 25 ₹24,340 Lowest | 25 ₹24,340 Lowest |
| 1.00 | OD279363/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. | 973.6 | sqm | 360 ₹3,50,496 Lowest | 360 ₹3,50,496 Lowest |
| 1.01 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 36 | sqm | 134 ₹4,824 Lowest | 150 ₹5,400 |
| 1.01 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.6 | cum | 11,756 ₹42,321.6 Lowest | 15,000 ₹54,000 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1.8 | cum | 10,000 ₹18,000 Lowest | 14,000 ₹25,200 |
| 1.01 | OD125078/2026-2027:Engaging man coolies | 6 | each | 1,200 ₹7,200 Lowest | 1,500 ₹9,000 |
Tender Value
₹8.5 L
EMD Value
₹21,170
Closing Date
22 Sept 2026, 11:00 amClosed
Assistant Executive Engineer
PWD Buildings Sub Divisions Kottayam
The items included in this estimate are scarify,WMM,SS,RS,Close graded premix etc for road surface and berm concreating
2026_PWD_868980_1
PWD/BLDG/TR/939/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
PWD Compound
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,170
24 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | OD279347/2025-2026:
Scarifying the existing bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction. | 973.6 | sqm | - | - |
| 1.002 | 16.79:Providing , laying spreading and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub - base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer - in- Charge. | 97.36 | cum | - | - |
| 1.003 | OD279350/2025-2026:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. | 973.6 | sqm | - | - |
| 1.004 | OD279352/2025-2026:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 973.6 | sqm | - | - |
| 1.005 | OD279363/2025-2026:Close Graded Premix Surfacing/Mixed Seal Surfacing :- Case I, Type - A By manual means- Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using using V G 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. | 973.6 | sqm | - | - |
| 1.006 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 36 | sqm | - | - |
| 1.007 | 4.2.3:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.6 | cum | - | - |
| 1.008 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 1.8 | cum | - | - |
| 1.009 | OD125078/2026-2027:Engaging man coolies | 6 | each | - | - |
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