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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.2 LAccepted-AOC | ₹52.2 L | L1 | Accepted-AOC Agreement Executed |
| 2 | L2₹57.7 LRejected-Finance | ₹57.7 L | L2 | Rejected-Finance Second lowest |
| Sl No | Description | Qty | Unit | G SURENDRAN NAIR L1 | D.JOHN L2 |
|---|---|---|---|---|---|
| 1.00Initial rectification | |||||
| 1.00 | 55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a) | 3.07 | cum | 2,344 ₹7,193.74 | 2,594.01 ₹7,961.02 |
| 1.00 | 55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface. | 3.07 | cum | 11,035 ₹33,866.42 | 12,208.34 ₹37,467.40 |
| 1.00 | 55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement. | 6.1 | cum | 2,265 ₹13,816.50 | 2,508.34 ₹15,300.87 |
| 1.00 | 55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface. | 6.1 | cum | 4,894 ₹29,853.40 | 5,415.04 ₹33,031.74 |
| 1.00 | 5.2.a: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. | 1,005 | sqm | 10 ₹10,050 | 11.87 ₹11,929.35 |
| 1.01 | OD161336/2025-2026:Mix seal surfacing-Providing laying & rolling of close graded premix surfacing material 20mm
thickness composed of 11.2mm to 0.9mm Type A aggregate using viscosity grade bitumen(VG
30) to the required line, grade, and level to serve as wearing course on previously prepared base,
including mixing in a suitable plant, laying & rolling with a three-wheel static roller of 80-
100KN capacity & finishing to required level & grade (usage of bitumen is 22kg/10m2) By
manual means. | 1,005 | sqm | 250 ₹2.5 L | 278.06 ₹2.8 L |
| 2.00Road Maintenance Work- Special repairs/works | |||||
| 2.00 | 2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means | 0.72 | cum | 680 ₹489.60 | 753.41 ₹542.46 |
| 2.00 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m | 56 | cum | 42 ₹2,352 | 47.87 ₹2,680.72 |
Tender Value
₹60.2 L
EMD Value
₹50,000
Closing Date
24 Jan 2026, 2:00 pmClosed
Executive Engineer
PWD Roads Division Thiruvananthapuram
GENERAL-RM 2025-26RC 2 Phase 2-Attingal Section - Zone 4-One Year Running Contract for Various PWD Roads Under Roads Section Attingal in TVM District - 9 road stretches for a length of 21-77 km-General Civil Work
2026_PWD_828816_1
PWD/RB/TR/17705/2025_5_1_1/1
Open Tender
Civil Works - Roads
365 days
Thiruvananthapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
5 Mar 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
24 Jan 2026
19 Jan 2026
Initial rectification
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
5.2.a: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.
OD161336/2025-2026:Mix seal surfacing-Providing laying & rolling of close graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A aggregate using viscosity grade bitumen(VG 30) to the required line, grade, and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three-wheel static roller of 80- 100KN capacity & finishing to required level & grade (usage of bitumen is 22kg/10m2) By manual means.
Road Maintenance Work- Special repairs/works
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.11:Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
OD161284/2025-2026:Dry Rubble Masonry for foundation and super structure for retaining wall, pitching etc. complete
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
55.25:Lifting, conveying and fixing the newly casted RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
8.4.12:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 50cmx 60 cm rectangular (Single chevron etc.)
8.4.2:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm equilateral triangle
8.4.3:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular
55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm
Road Maintenance Work- Pre monsoon works
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
OD161276/2025-2026:Engaging man Mazdoor For Removing / Cleaning the rubbish and other aligned activities, Regulating traffic for branch cutting, stacking of cut branches, Clearing drain, and water stagnation, etc.
OD161278/2025-2026:Tipper for removal of all debris, excavated waste materials etc...away from site
OD161280/2025-2026:Lifting and Replacing the RCC covering slabs of any thickness on top of drain in position including all labour charges and miscellaneous expenses etc complete
OD161279/2025-2026:Hire Charge For Wood Cutting Equipment's, pulleys etc.
OD161275/2025-2026:Engaging Wood Cutter for cutting down the dangerously standing tress and its branches and cutting and removing fell down trees etc.
OD161283/2025-2026:JCB or similar machinery for drain cleaning and loading debris and excavated waste materials in tipper.
OD161282/2025-2026:Hire charges for grass cutting equipment
55.15:Refurbishment of existing signboardsRefurbishment of existing signboards of all size except gantry mounted ones to their original reflectivity & position by removing obstructions like overgrowth vegitation etc ,if any,washing the signboards with water & soap solution to remove all dirt, oil etc. , correcting any dislocations including minor repairs, replacement of lost nut and bolts etc complete.
Anticipatory patchwork
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
5.2.a: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.
OD161285/2025-2026:Mix seal surfacing-Providing laying & rolling of close graded premix surfacing material 20mm thickness composed of 11.2mm to 0.9mm Type A aggregate using viscosity grade bitumen(VG 30) to the required line, grade, and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying & rolling with a three-wheel static roller of 80-100KN capacity & finishing to required level & grade (usage of bitumen is 22kg/10m2) By manual means.
OD193202/2025-2026:Supplying and filling up potholes with bituminous ready-mix compound (25kg bag) and compaction by ramming to get a compact surface including the cost of materials, laying charges, transportation to site, etc. complete. ( Rate has arrived for a bag of 25kg)
RM board
OD161274/2025-2026:Providing and fixing of board showing the details of Running contract work with Non-Retro- reflectorised Vinyl sign with 1 years warranty manufactured vinyl printed sheeting fixed over aluminum sheeting 2mm thick/ aluminum composite material sheeting 4mm thick with area not exceeding 0.9sqm with suitable back supporting frame of MS angle 40X40X6 and supported on GI pipe pole 50mmNB confirming to IS 1239 firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete min size 45cmX45cmx60cm, 60cm below ground level including painting all exposed surface with two coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
8.45:Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm high, filled with earth for stability, painted in circumferential strips of alternate black and white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001
OD161273/2025-2026:Hiring passenger car not less than 1000 cc with a labour for conducting and reporting routine inspection for the entire length of project road at a frequency of 7 days throughout the agreement period of running contract as per the directions of departmental officer per running km
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