Municipal Corporation Tender

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Municipal Corporation - AMCA Tender

Services
Road Construction
Eprocure
Opening Date28 Mar 2025
Closing Soon5 Apr 2025
Tender Amount₹ 11,36,25,390 
Notes
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Costs

  • EMD

    ₹ 5,80,000
  • Document Cost

    ₹ 3,540
  • Tender Fee

    ₹ 500

Description

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BOQ Items

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Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.

5068.8

145

739791

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Excavation for catch / side water gutter in Hard murum and boulder strata to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed

2970

145

433472

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Transporting the materials from the site to the site of deposition as directed. (Trasnportation for 2 km.)

2059.44

213

439662

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Providing and laying in situ / ready mix / ready mix M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with natural /artifical sand

9.45

6487

61310

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Providing ISI standard R.C.C. (NP-3 450 MM dia) pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspec- tion charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.

70

2210

154718

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Lowering, laying and jointing in proper grade and alignment R.C.C. (NP-3 450 MM dia) pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.)as per IS-783-1985.

70

380

26607

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Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 600 mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.

70

5031

352212

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Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 1.2 x 1.2 M internal size and depth upto 1.2 M with precast R.C.C slab cover.

28

12213

341988

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Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)

6455.46

1266

8178937

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 --Plant Mix Method and Grading - II Material

6346.44

2666

16922490

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Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS:383,the size of coarse aggregate not exceeding 25mm, cement content not to be less than 150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10Mpa at 7days, mixed in a batching plant /Weigh batch mixer,transported to site with all leads and lifts,laid with a paver with electronic sensor/by suitable means as approved by Engineer-in-charge,compacting with vibratory roller,finishing,curing and including Preparation of sub-grade surface if required etc. complete.

2525.4

4440

11214569

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Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.

21960

413

9084852

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Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening ,supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.

6289

321

2020656

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Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS3395:1997 below concrete pavement including all materials and labour complete.

24705

31

778208

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Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared subbase with 43grade cement, coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand) conforming to IS 383,using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/nontilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site,spreading, laying with approved make paver,compacted and finished in a continuous operation,finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/by providing cement vata in cement Mortar 1:8@0.6mX0.6m centre to centre,admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge.

4941

8772

43342897

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Cutting transverse contraction joints 3to4mm wide and depth 60mm. .in concrete slab using concrete cutting machine with diamond studded saw within 48hours of casting of bay/slab etc. complete including subsequent widening of the groove 8to10mm. wide at top having depth of15mm.as directed by Engineer incharge.

13725

79

1095255

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Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS:5212-1989 into saw edgroove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam bacer rod of required diameter (appraox.25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide)

13725

326

4481899

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Providing and casting in situ or precast tapering R.C.C. M-20 Semi Barrier type Kerb with gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant

11

900

9910

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Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH /33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

1376

384

528797

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, 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.complete.

1100.26

699

769413

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Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade of approved size and shape for City streets and roads with high volume/ heavy traffice as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.

140

1231

172431

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Providing and fixing Mandatory/Regulatory sign boards in circular shape of 600 mm dia made out of 1.5mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67- 2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & authorised distributor /convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor /supplier.

7

4741

33193

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Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 600 mm made out of 3mm aluminum composite material ( ACM) sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer & authorised distributor /convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier.

7

4039

28275

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Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 Grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360

14

4445

62240

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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35 mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation ,and labour etc complete .Spec .No.As directed by Engineer in Charge

2

10461

20922

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Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in foundations and plinth of inner walls/ in , striking joints on unexposed exposed faces and watering etc.faces, raking out joints on

4.02

8287

33325

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Providing internal cement plaster 12mm thick in single coat in cement mortar 1:5 without neeru finish to concrete or bricks ur faces,in all positions including scaffolding and curing etc.complete.

17.92

291

5223

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Providing sand faced plaster externally in cement mortar using approved screened sand,in all positions including base coat of 15mm thick in cement mortar 1:4 using water proofing compound at 1Kilogram per cement bag curing the same for not less than 2days and keeping the surface of the base coat rough to receie the sand faced treat ment 6 to 8mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.

27.36

686

18786

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Providing fine cement finish 1.5mm thick over green plaster surface including scaffolding curing etc. complete.

41.28

77

3206

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Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. ( By Mechanical Means ) a) Upto 1.50m lift Normal Rate

550.8

94

52051

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Excavation for foundation in hard murum and boulders including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.

523.26

253

132411

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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

63.34

1953

123730

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Dewatering on BHP basis by using water pump including diversion of stream,providing cofferdams, earthern bundsetc.as may be necessary for foundation and other parts of the theworks and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc.complete.(prior approval of Superintending Engineer will be necessary)

500

201

100500

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Providing and laying in situ M10 cement concrete of trap/ granite/ quartzite/ gneiss metal in foundation including necessary centering, formwork, bailing out water, compacting and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer with natural sand / VSI standard Artificial Sand)

41.31

6487

268012

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Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawings and Technical specifications etc. Complete.(boulder laid without wire crates)

96

2467

236916

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Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) .

96.39

7335

707033

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Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering , formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)

100.8

17147

1728463

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Providing and laying in situ / ready mix M-30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer and fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.

123.93

12292

1523370

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Providing and laying in situ / ready mix controlled grade of M20 of trap /granite /quartzite /gneiss metal for RCC works in cut off walls / curtain walls including necessary scaffolding, centering, compacting by vibrator, finishing and curing etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer/ concrete batch mix plant (pan mixer) with fine agreegates of required specifications (VSI sand finely washed etc ), excluding reinforcement)

43.89

8939

392405

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Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8 cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc

22.03

7470

164595

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Providind cutting bending hooking tying and laying in position TMT FE 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed

36.09

92923

3353888

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Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA Specifications (VSI sand finely washed etc )

15.3

10840

165855

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Providing and laying Weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc.Complete.

35

559

19588

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Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by granular material)

80

1233

98700

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Transporting the materials from the site to the site of deposition as directed. (Trasnportation for 5 km.)

1074.06

264

284444

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Providing and fixing in position Guard Railing as per Drg.No. 15 Type C dt.20-4-79, with 3 rows of 50 mm dia. G.I. pipe 30 cm apart and fixed in M.S. channels of section 125x 65x 6 mm spaced 2.5 C/c 1:2:4 c.c. bedding of size 45x 30cm . as per detailed drawing, with 3coats of approved yellow and black paint including necessary excavation in any strata.

60

3374

202482

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Electric Pole and Overhead Shifting 28 Nos

28

32000

896000

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D.P Shifting 3 Nos

3

230000

690000

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Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength, Soundness.

5

3770

18850

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BASIC TEST OF AGGREGATE. Water Absorption , Specific Gravity.Impact Value Crushing Value.

4

2600

10400

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CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes).

85

690

58650

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BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks)..

1

745

745

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Concrete Mix Design (With all Tests on basic materials)

8

13755

110040

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BASIC TEST OF AGGREGATE. Sieve Analysis..

7

690

4830

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FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content

4

1380

5520

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GSB Mix Design./Cement Treated Sub Base( CTSB)

1

16250

16250

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BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks)..

2

2175

4350

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Compaction Test ( Proctor Density ).Murum

1

1860

1860

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Taking of core samples in concrete pavement. (Excluding Dead Journey Charges)

10

2870

28700

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Compressive Strength , Water Absorption,(Set of 8 Blocks)

1

2495

2495

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Upto 16 mm (Set of 3 Bars)

12

1275

15300

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Above 16 mm (Set of 3 Bars)

12

1595

19140

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Retro Reflective Test.

2

3985

7970

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Soling Stone Crushing Value/Compressive Strength, water Absorption & Specific Gravity,

6

2020

12120

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Royalty Charges for HARD MURUM , SOLING STONE , METAL . Rate Inclusive of surcharge of 2% (211.95 + 4.23 = 216.18)

8979.95

216

1941286

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A WORK PORTION

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113625390

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B Royalty & TESTING

-

-

2258506

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Contractor has to quote on Work Portion Only

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113625390



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