GENERAL- Rectification works of Approach road of Perumpuzhakadavu bridge in Changanachery Taluk-Bridge construction General Civil Work

Amount

Land span

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry

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

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

OD28928/2023-2024:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. (DAR 60.64.1)

OD29619/2023-2024:Coconut Pile- Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accessibility through land (FINAL APPROVED COMMON OBSERVED DATA'S - Sl No 3.2)

OD4034/2024-2025:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50mwith 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down 2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion and screening the sides of bund with Seperation memebrane of impermeable plastic sheet 125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and lifts including consolidating properly and maintaing the bund till the work is completed and dismantling the bund after completion of work etc. as per the directions of departmental officers at site.

OD28859/2023-2024:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( DAR 60.2.3)

OD4273/2025-2026:Engaging coolie for miscellaneous works like removing obstructions from pipe culvert, removal of water hyacinth, bailing out by engaging coolie etc

OD28845/2023-2024:Bored cast-in-citu M 30 grade RCC pile excluding Reinforcement complete as per Drawing and Technical specifications removal of excavated earth with alli lifts and lead up to 1000m (based on MoRTH 55.17.2) Pile diameter 800m

OD28850/2023-2024: Providing casing pipe 800mm inner dia made out of 6mm thick MS plate used for cast in situ bored piles and erecting at site in lines and levels and down to required depth including cost and conveyed of all materials all fabrication charges with all leads and lifts etc complete (Based on MoRTH Spec Code 12.22)

OD28861/2023-2024:DR PACKING Under foundation - 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.( DAR 60.7.2)

OD28904/2023-2024:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) (DAR 4:1:8)

OD1546/2025-2026:Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns (DAR 4.3.1)

12.38.C.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M-30- Using Batching Plant, Transit Mixer, and Concrete Pump

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

13.5.E.p.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M20 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m

OD30385/2023-2024:Providing weep hole in abutment wall using 75 mm dia pvc pipe extending full width of the structure with slope including cost of materials, conveyance, labour charges etc. complete.(Approved irrigation OD 60.6)

13.5.F.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m

13.6:Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

13.14:Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

14.1A.2.1.A:Furnishing and Placing Reinforced Cement Concrete Grade M20 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification. For solid slab super-structure - Height up to 5m

14.2:Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

14.9:Drainage Spouts complete as per drawing and Technical specification

14.22:Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation

14.23:Providing and laying of a modular strip Box Seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation

13.5.C.P.2:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m

OD28922/2023-2024:Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.(Hand rails in 2 tiers on both sides included) As per moRth 14.7

OD28929/2023-2024:12 mm cement plaster finished with a floating coat of neat cement of mix: 1:3 ( 1 cement : 3 fine sand) ( DAR 13.7.1)

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

OD4233/2025-2026:White washing with lime to give an even shade: New work (three or more coats) (DAR 13.37.1)

OD4235/2025-2026:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (DAR 13.88)

OD4272/2025-2026:Painting two coats after filling the surface with synthetic enamel paint in all shades on old plastered concrete surfaces(Based on Morth data spec 8.8)

OD4234/2025-2026:White washing with lime to give an even shade: Old work ( two or more coats) (DAR 13.87.1)

Approach road

OD12615/2025-2026:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down through various strata bellow bed level including cost coveyance labour charges etc complete.(DAR 60.64.1)

OD12616/2025-2026:Coconut Pile- Driving down coconut pile to lines and levels through soft to medium clay soil strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accessibility through land(FINAL APPROVED COMMON OBSERVED DATA'S - Sl No 3.2)

12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

13.5.A:Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M15 - Height upto 5m

OD12617/2025-2026:Providing weep hole in concrete wall using 75 mm dia pvc pipe extending full width of the structure with slope including cost of materials, conveyance, labour charges etc. complete.(Approved irrigation OD 60.6)

13.10:Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

OD12618/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good qualityblasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.( DAR 60.7.2)

14.10:PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.

14.11:Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

OD12619/2025-2026:Cement concrete 1:2:4 (1 cement: 2 coarse sand:4 graded stone aggregate 40mm nominal size) in pavements laid to required slope and camber in panels as required including consolidation finishing and tamping complete.(DAR 16.42)

55.38a:Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on Structural Steel c section vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

8.11.2:Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width

8.12.2:Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road marking paint conforming to IS: 164 on the bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Up to 10 cm in width

8.35:Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3 Road Markers/Road Stud with Lense Reflector :-

8.4.5: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 x 45 cm rectangular

OD12620/2025-2026:White washing with lime to give an even shade: New work (three or more coats) (DAR 13.37.1)

OD12621/2025-2026:Name board of size 75 x 60 C. installed in the appropriate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc. complete as per the direction of departmental officers at site.

Canal side retaining wall

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

60.7.2:DR PACKING Under foundation - 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.

60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD23286/2025-2026:Coconut Pile - Supplying and stacking well matured 1/2 split and straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

OD3865/2025-2026:Driving down coconut pile half split to lines and levels through soft to medium clay soil strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end. Details for one post of 6m long 15 numbers per day 6 x 15=90m Details for 90m (FINAL APPROVED COMMON OBSERVED DATA'S - Sl No 3.5)

Atlanduz Infrastructure and Developers (BID ID -2296612)

t.p antony (BID ID -2291877)

RTF INFRA PRIVATE LIMITED (BID ID -2299908)

Mulamoottil Constructions (BID ID -2297364)

Bidder Name

Mulamoottil Constructions

AVANCE ENGINEERING AND INFRASTURCTURES PRIVATE LIMITED

t.p antony

RTF INFRA PRIVATE LIMITED

Atlanduz Infrastructure and Developers