Directorate Of Municipal Administration Tender

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Directorate Of Municipal Administration - DMA Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date7 Jan 2025
Closing Date13 Jan 2025
Tender Amount₹ 77,76,428.65 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 77,800
  • Document Cost

    ₹ 1,180
  • Tender Fee

    ₹ 500

Summary

Devlopment Of Open Space Infront Of Ahilydevi Club

Description

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BOQ Items

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Providing and laying Cast in situ/ Ready Mix cement concrete in Mix- 10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with Ordinary Concrete mixer, etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).

167.5

6444

1079486.02

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Conveying the Material

631.07

185

116906.51

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

295.17

1882

555514.34

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Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-15of trap/ granite/ quartzite/ gneiss metal for steps including steel centering, plywood/steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).

5.07

7108

36033.75

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Providing and laying Cast in situ/ Ready Mix cement concrete in Mix-20 of trap/ granite/ quartzite/ gneiss metal for bed blocks, foundation blocks and such other items including bailing out water, plywood/ steel formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed), with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisition enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand V.S.I. Grade).

2.7

7485

20209.77

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Providing uncoursed rubble masonary of trap stones in cement mortar 1:6 in foundations and plinth of inner walls/in plinth of external walls including bailing out water manually, striking joints on exposed faces and watering complete.

5.63

5821

32747.06

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Providing and laying in trenches 15 mm dai. uPVC pipe including necessary excavation, fittings. Refilling trenches etc. complete Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

50

262

13145

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Providing and laying concrete pipe of Indian Standard Non Pressure class of 300 milimetre diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.

35

773

27060.25

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Preparing flower bed Excavating the ground to the required depth of 30 cms.removing & conveying fresh garden soil & manure in excavated area in 3:1 proportion to a required height of 30 cms Mixing garden soil & manure thoroughly well,levelling,watering on previous night.Planting seedlings of required annuals 25 cms.apart Maintaining till well established by watering,weeding,Stirring replacing of casualties etc.Complete.

493.32

718

354398.93

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Providing flush grooved pointing with cement mortar 1:3 for brick work including scaffolding and curing etc. complete.

8

181

1449.6

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Filling in plinth and floors with contractors material/ brought from outside and approved by Engineer incharge in layers of 15 centimetre to 20 centimetre including watering and compaction etc. complete. Spec. No. : Bd.A. 11/Page No. 263

215.1

874

188149.71

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Providing fly ash brick masonary with conventional /Indian Standardtype fly ash bricks in cement mortar 1:6 in foundation and plinth including bailing out water manually, striking joints, racking out joints, watering and scaffolding complete.

41.66

7295

303949.28

... More
Providing fly ash brick masonary with conventional /Indian Standard type fly ash brick in cement mortar 1:6 for superstructure including striking joints, racking out joints, watering and scaffolding complete.

25.83

7526

194413.37

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Preparing Instant Lawn:- Excavating the ground to a required depth of 20 cms,removing & conveying unwanted stuff to a required distace as directed.Filling fresh garden soil and & manure in 3:1 proportion to a height of 20cms.Mixing soil and manure thoroughly well,leveling, with required slope,light watering on previous night.rolling,on surface,fixing readymade lawn turf,rolls,or slabs of required variety as directed ramming on it for proper fixing maintaining till well established by watering,weeding,clipping or mowing etc.complete.

144

644

92829.6

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Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonry surfaces in all positions with base coat of 12 to 15 milimetre thick in cement mortar 1:4 and rough cast treatment 12 milimetre thick in proportion 1:1.5:3 including scaffolding and fourteen days curing complete.

540.29

600

324336.09

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Providing patti/ band 100 milimetre wide on plastered surface 12 milimetre to 15 milimetre thick in cement mortar 1:3 line and level including neat finishing scaffolding curing etc. complete.

164.28

70

11557.1

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Providing and applying Texture plaster with finishing with Purlina/ Rustic texture material (with texture material of Asian/ Renava/ Nitco/Temtex or equivalent company make) in 3 to 4 millimeter thickness on previously finished plastered surface, including Plaster Groove 6 milimetre thickness or Tape Grooves 35 to 45 milimetre thickness or as required, in all position including preparing the surface scaffolding etc.complete.

231.66

652

151181.32

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Providing and fixing machine cut machine polished 18 milimetre to 20 milimetre thick telephone black/ Amba White/ Cat bary brown/ Ruby Red/ Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.

20.97

4345

91115.7

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Providing and fixing heavy duty inter locking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 millimeter thick including striking joints and cleaning etc. complete using 100 percent crushed sand.

1381.77

1153

1593664.43

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Providing and errecting 1.2 metre high wire fencing with five rows of barbed wire supported on Mild Steel Angles (50 milimetre x 50 milimetre x 6 milimetre) at 2.5 metre, centre to centre including excavating pits for foundation, fixing post in cement concrete block of 1:4:8 of size 45 x 45 x 45 centimetre, fastening the wire and painting the Mild Steel Angles with one coat of red lead primer and two coats of painting complete.

330

870

287380.5

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Providing and applying two coats of exterior white weather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, prepairing the plaster surface, applying primer coat, scaffolding if necessary and watering the surface for two days complete.

1233.29

306

378065.05

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Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting, dewatering etc. complete (lift upto 1.5 metre) by Mechanical Means.

5.83

445

2599.01

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Providing and laying Cast in situ/ Ready Mix cement concrete Mix-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete Slabs and Landings as per detailed designs and drawings including centering, formwork, cover blocks, laying/ pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel) with fully automatic micro processor based Programmable Logic Controller with Superwisery Control and Data Acquisitionenabled Reversible Drum Type mixer/ concrete Batch Mix plant (Pan mixer) etc. complete, with fine aggregate (Crushed sand V.S.I. Grade).

1.31

14966

19605.79

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GARDEN SOIL : Supplying, Spreading, Rolling, Leveling etc. on site garden soil well sieved 90% to pass through I.S. sieve of 10 mm sixe free from stones rubbish like dried grass mots and other such materials. Th soil should be fresh from qarry. The colour of the soil generally be red. The soil will be measured by measuring box .(Farma) (Item includes Royalty charges ., Transporting, loading unloading etc.) lead charges for 20 k.m. is considered (As per Engineer Incharge)

87.51

725

63497.26

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Providing and fixing in position Thermo Mechanically Treated (TMT) FE -500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.

0.12

93354

11618

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Boring/drilling bore well of 300 milimetre dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machinery required for the job, all complete as per direction of Engineer in charge, upto 90m depth below ground level.

65

432

28099.5

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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well-casing pipe of 150 milimetre dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per the direction of Engineer in charge.

65

513

33367.75

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Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 milimetre thickness of having a strength of 400 kilogram per square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 milimetre thick including skirting joints and cleaning etc. complete using 100 percent crushed sand.

97.27

1470

143019.02

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Providing and casting in situ or precast tapering Reinforced Cement Concrete Mix-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 milimetre below ground level over Mix-10 Plain Cement Concrete finished neatly with Cement Mortar 1:2, setting the same in Cement Mortar 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant.

1011.32

575

582216.92

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Providing and laying polished Kotah stone flooring 25 millimeter to 30 millimeter thick and of reqd. width in plain/ diamond pattern on a bed of 1:6 cement mortar including cement float,filling joints with neat cement slurry,curing,polishing and cleaning complete.

197.1

1305

257383.04

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Supplying & placing at site RCC Precast bench as per Picture attached herewith in C.C.M.-25 in clour and shade as per direction of Munucipal authority with rubber moulding & glossy finish including reinforcement 6mm dia.bars 4 nos & link of 4mm dia 150mm c/c with total height 920mm & length 1500mm and width 400mm thickness of stand 80mm and seat & back of two strip 140mmx65mmx150mm including transport,loading unloading & placing at site inclusive of all taxes contingencies & contractor profit etc.

10

5009

50091

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Horizontal Bar Providing & fixing Horizontal Bar of height 2.1 mtr. from G.L. with G.I. Pipes of ‘C’ Class quality. The frame of the Horizontal bar shall be of 25 mm NB pipe. The vertical support pipe of 75 mm NB pipe. The total play area for the equipment shall be 3 m wide.The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3 m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, taxes, transport, etc complete all. Work done should be as per engineer incharge

2

20784

41568

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Parallal Bar Per Providing & fixing parallel Bar of height 1.3 mtr. From G.L. with G.I. Pipes of ‘C’ Class quality. The horozontal parallel bar shall be of 40 mm NB pipe and vertical supports of 75mm pipe. The total play area for the equipment shall be 0.9 x 0.5 m. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3 mbelow ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, taxes, transport, etc complete all. Work done should be as per engineer incharge

2

18567

37134.2

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Arm & Paddle Bike Providing and fixing Cycle made from “B” class G.I. Pipe. The main frame of Ø40mm made from “C” Class G.I. pipe. For the support of foot pedal M.S. round plate of Ø250 mm & 10mm thickness is used. The handle frame is of Ø32mm made from “C” Class G.I. pipe. The seats is fitted on the frame is made up of high quality FRP material of size 330 mm X 300 mm of thickness 3 mm & M.S. Plate of thickness 5 mm and Size 250 mm X 200 mm is used to Support it. The foundation used for fixing is consists of 25 mm X 25mm M.S. angle of 3 mm thickness. Closing Caps made from top quality FRP material with 2 mm thickness. The pins used are made up of Ø 25mm bright bar. The bearings used are “6205zz” permanent lubricated sealed bearing of reputed make (SKF/FAG). High tensile steel with galvanized nut bolts are used for assembly. The serclips used for assembly are of Ø25 mm. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, taxes, transport, etc complete all. Work done should be as per engineer incharge.

2

26404

52809.5

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Single Seated Pullar DIMENSIONS:-1900mm (L) x 740mm (W) x 1920mm. (H). SAFEAREA:-1.2 M x 3 M Seated puller equipment made-up of “B” Class G.I. pipe of different NB. NB stands for Nominal Bore Sizes i.e. Internal Diameter of pipe in millimeters. Make of G I Pipe will be of Tata, Jindal, Swastik, Zenith or Siddharth. The center pipe is of 100 NB made from “B” Class G.I. pipe. Bottom support is of M.S. round plate of Ø250mm & 10mm thickness is welded. All linkages are made up of 25NB “B” class G.I. pipe. The handle frame is of 32NB “B” class G.I. pipe. The seat frame is of 32NB “B” class G.I. pipe, To build structure bushes are used which are made from seamless pipe of 60mm O.D. and 5mm thickness as well as 60mm diameter solidbar bush is used. The foundation used for fixingis a structure and made from center pipe of G.I. of 80 NB “B” class. Welded with M.S. round plate of Ø250 mm & 10mm thick. Main pipe supported with 25mm X 25mm M.S. angles of 2mm thickness and 20mm x 40mm MS square pipes of 2mm thickness. Foundation cover Closing Cap is made from HDPE / LLDPE material. Theseats and Back rests are fitted on the outer frames are made up of M.S. Sheet of size 330mmX 300mmX2mm thickness and deep drawn and pressed in tools and dies to have uniform radius of 20 mm with no sharp edges. Pins used of Diameter 25mm and 17mm are made up from bright material. The bearings used are of “6205zz” and “6203zz” permanent lubricated sealed bearing of reputed brand like SKF, FAG. High tensile steel with galvanized nuts & bolts are used for assembly. The cerclips used for assembly are of A16. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3 below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, taxes, transport, etc complete all. Work done should be as per engineer incharge

2

53320

106640.1

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Back Extension Providing and fixing Back extension made from “B” class G.I. Pipe. The main frame of Ø90mm made from “C” Class G.I. pipe, and The leg movement frame is of Ø40mm made from “C” Class G.I. pipe. The handle frame is of Ø32mm made from “C” Class G.I. pipe. The seats is fitted on the frame is made up of high quality FRP material of size 330 mm X 300 mm of thickness 3 mm & M.S. Plate of thickness 5 mm and Size 250 mm X 200 mm is used to Support it. The foundation used for fixing is consists of 25 mm X 25mm M.S. angle of 3 mm thickness. The footrests is made from Aluminum casting material, its sizes are 130mm X 310mm X 5mm. For the support Ø32mm made from “C” Class G.I. pipe. The foundation pipes are embedded in C.C. stock of size 0.45 x 0.45 x 0.3m below ground level and painting is done by attractive color spraying after proper surface treatment, Shot blasting and initial coat of yellow primer surface is applied before top coat. The top coat is done using the best quality brand paint or duly powder coated of minimum 60 micron thickness. All open ends of pipe been closed by GI / HDPE caps for user safety against entrapment etc all. Rate inclusive of labour, material, taxes, transport, etc complete all. Work done should be as per engineer incharge

2

23391

46782.2

... More
Providing, Fixing, Testing & Commissioning Tubing with drippers and accessories including all labours, if any, 16 mm plain drip Tubing of class -2, Make - Jain /Netafim / Finolex / Rain Bird

400

12

4980

... More
Testing Charges for conducting BASIC TEST OF CEMENT.Standard Consistancy Fineness, Specific Gravity, Setting Time ( Initial & Final ), Compressive Strength and Soundness test.

5

7540

37700

... More
Testing Charges for conducting BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity,Impact Value Crushing Value test.

4

5200

20800

... More
Testing Charges for conducting BASIC TEST OF AGGREGATE. Sieve Analysis test.

4

1380

5520

... More
Testing Charges for conducting BASIC TEST OF AGGREGATE. Flakiness Index/ Elongation Index test.

4

1700

6800

... More
Testing Charges for conducting FINE AGGREGATES. Fineness Modulus (Sieve Analysis),Silt & Clay Content test.

6

2760

16560

... More
Testing Charges for conducting BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength ( Set of 5 Bricks), Efflorescence (Set of 5 Bricks) test.

2

4350

8700

... More
Testing Charges for conducting CONCRETE PAVING BLOCKS Compressive Strength,Water Absorption test (Set of 8 Blocks).

4

4990

19960

... More
Testing Charges for conducting MORTAR Compressive Strength ( Set of 3 Cubes) test.

5

1380

6900

... More
Testing Charges for conducting STONE/ RUBBLE Crushing Value/ Compressive Strength,Water Absorption & Specific Gravity test.

3

4040

12120

... More
Testing Charges for conducting SOIL / MURUM Liquid limit & plastic Limit test.

1

2340

2340

... More
Testing Charges for conducting SOIL / MURUM Compaction Test (Proctor Density).

1

3720

3720

... More
Royalty Charges

516.79

216

111719.66



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