AMRUT -2 DEVELOPMENT OF STP THODU - general civil work

Amount

2.3.B.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. B. Lead upto 1000 m (ii) Girth above 600 mm to 900 mm

2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. 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. (D) Dry Rubble Masonry

OD17596/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

OD17597/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

OD17599/2025-2026:Earth work in surface excavation (in or under water) by mechanical means(hydraulic excavator)/manual means 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and lead upto 1000m,trimming of bottom and side slopes in accordance with requirements of lines,grades and cross sections as per Technical specification Clause 302.3.6

OD17601/2025-2026:Removing pola payal from the thodu and depositing on bank with lead and lift including disposal of pola payal 50m fro site

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

OD17600/2025-2026:DR packing under foundation-Dry stone packing under foundation with good quality blasted rubble including conveyance of material,labour charges etc. complete as per the directions of Departmental officers at site

OD17602/2025-2026: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)

OD17595/2025-2026:DR packing under foundation-Dry stone packing under foundation with DEPARTMENT RUBBLE.complete as per direction of departmental officers at site

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

12.10.1:Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

4.1.A.1: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. (i) For Grading I Material

OD17568/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M 40 hydraulic blocks of approved size, design and amp shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per the department Technical Specification Clause 1504

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)

OD17698/2025-2026:Tubular Steel Railing on Precast RCC posts, 1.2 m high above Ground Level <br> Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast M-20 grade RCC vertical posts 175 mm x 175 mm x 1.8 m high (1.2 m above Gl) with 3 holes 50 mm dia for pipe, fixed 2 m centre-to- centre complete as per approved drawings Clause 1706

drain

2.5.2.A:Dismantling of Structures 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 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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

OD17609/2025-2026:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

OD17610/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.

OD17612/2025-2026: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 the direction of departmental officers at site

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

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20

12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

11.4.1.2: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 (ii) Nominal mix 1:3.6 (Hand mixing)

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20

11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

OD17666/2025-2026:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge

OD17667/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using departmental tile of60 mm M 40 hydraulic blocks of approved size, design and amp shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per the department Technical Specification Clause 1504

OD17692/2025-2026:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate, etc. all complete as per the direction of Engineer-in-charge. OD 80/21-22

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

4.1.8: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)

50.2.33.6:Cutting branches of trees overhanging above any structures of girth between 60cm to 90cm including stacking of serviceable materials and disposal of unserviceable material, cost of labour, hire charges of rope and pully etc without making any damages to nearby structures etc complete

50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

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

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

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

16.91.1:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

OD20039/2025-2026:Supply and installation of STEP TRAINER Dimensions of Product area-5Ft x 2.Ft; Safe play area- 9Ft x 6.00 Ft, Maximum user weight100kg/E, surface finishing should be fine. Material for construction to be GI Powder coated 110 to 150 micron metals subjected to structural degradation such as rust or corrosion are painted, galvanized or other vise treated. Quality to be standard and the product to be tamper proof, high durable and safe. FOUNDATION- The equipment to be fixed on ground with concrete mix of 1:1.5:3 and shape welded bolt and base

OD20040/2025-2026:Supply and installation of LEG PRESS Dimensions of Product area-3.8Ft x 1.8.Ft; Safe play area- 7.8Ft x 5.8 Ft, Maximum user weight- 100kg/E, surface finishing should be fine. Material for construction to be GI Powder coated 110 to 150 micron metals subjected to structural degradation such as rust or corrosion are painted, galvanized or other vise treated. Quality to be standard and the product to be tamper proof, high durable and safe. FOUNDATION- The equipment to be fixed on ground with concrete mix of 1:1.5:3 and shape welded bolt and base

OD20041/2025-2026:Supply and installation of LEG EXTENSION Dimensions of Product area-2.7Ft x 2.4 Ft; Safe play area- 6.7Ft x 6.4 Ft, Maximum user weight- 100kg/E, surface finishing should be fine. Material for construction to be GI Powder coated 110 to 150 micron metals subjected to structural degradation such as rust or corrosion are painted, galvanized or other vise treated. Quality to be standard and the product to be tamper proof, high durable and safe. FOUNDATION- The equipment to be fixed on ground with concrete mix of 1:1.5:3 and shape welded bolt and base plate Include all material, labour, loading and unloading, transportation etc. complete

OD20190/2025-2026:Supply and installation of FUN WALKER Dimensions of Product area-4.8Ft x 2.1Ft; Safe play area- 8.8Ft x 6.1Ft, Maximum user weight- 100kg/E, surface finishing should be fine. Material for construction to be GI Powder coated 110 to 150 micron metals subjected to structural degradation such as rust or corrosion are painted, galvanized or other vise treated. Quality to be standard and the product to be tamper proof, high durable and safe. FOUNDATION- The equipment to be fixed on ground with concrete mix of 1:1.5:3 and shape welded bolt and baseplate Include all material, labour, loading and unloading, transportation etc. complete

OD20191/2025-2026:Supplying and Fixing RAINBOW TWO SEATER SPRING SEE SAW with mild steel. Necessary Foundation to be provided by using SS Bolt and base plate. Rates inclusive of all material, labor, transportation, loading and unloading charges etc complete.

OD20192/2025-2026:Supplying and fixing Penguin Bin with Fiber Material of height 0.9m

MOOSA K.I. (BID ID -2224135)

BAIJU A A (BID ID -2224727)

JUNAID C A (BID ID -2224439)

Bidder Name

JUNAID C A

MOOSA K.I.

BAIJU A A

Kishor Kumar M J