Urban Development Department Tender

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Urban Development Department - JUIDCO Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date21 Jun 2024
Closing Date27 Jun 2024
Tender Amount₹ 2,23,60,300 
Notes
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Costs

Description

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BOQ Items

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Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m) S.O.R. Item No. 3.06

1616.04

100840

62.4

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Granular Sub-Base with Coarse Graded Material (Table:- 400- 1) Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. With Grading-I Material S.O.R. Item No. 4.01 B (i)

678.05

2260015

3333.11

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Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. RCD S.O.R. Item No. 6.01

408.05

1735159

4252.32

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Construction of un-reinforced, dowel jointed, plain cement concrete pavement thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 R.W.D. S.O.R. Item No. 6.4

816.1

5795175

7101.06

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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary kilometre stone (precast) S.O.R. Item No. 8.14 (ii)

2

3481

1740.9

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Kilometre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 200 M stone (precast) S.O.R. Item No. 8.14 (ii)

5

2714

542.9

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Retro-reflectorised Traffic signs (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.4 (iv)

7

52682

7526

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Direction and Place Identification signs with size more than 0.9 sqm size board (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) S.O.R. Item No. 8.5

1.76

25331

14393.1

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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. S.O.R. Item No. 8.13

179.56

104916

584.3

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Type -A ,"W": Metal Beam Crash Barrier( Providig and ereecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level,fixed on ISMC series channel vertical post 150X75X75 mm spaced 2 m centre to centre ,1.8 m high,1.1m below ground / road level,all steel parts and fitments to be galvanised by hot dip process,all fittings to conform to IS: 1367beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5 mm,330mm long complete as per clause 811)

150

498435

3322.9

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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.

427.45

23851

55.8

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Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. (P.C.C. Grade M-15)

158.04

868257

5493.99

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Plain/Reinforced Cement Concrete on Top of Wall complete as per Drawing and Technical Specifications. (P.C.C. Grade M-20)

58.36

343952

5893.63

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

5.47

483335

88437.38

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Construction of dry rubble flooring at cross drainage works for relatively less important works. S.O.R. Item No. 16.09

9.98

32571

3264.16

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble Masonry (1st sort) in C.M. (1:3) S.O.R. Item No. 12.07 (A)

51.51

291988

5668.6

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications Coarse Rubble Masonary in C.M. (1:3) in sub-structure S.O.R. Item No. 13.04 B

41.59

241848

5814.66

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (P.C.C. Grade M-15) S.O.R. Item No. 13.05 A (p)

0.87

4777

5485.79

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical speciofications (P.C.C. Grade M-25 in Deck Slab) S.O.R. Item No. 13.05 F (p)

3.31

21154

6395.9

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Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and Technical Specifications S.O.R. Item No. 14.04

1.63

20709

12695.57

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Plastering with cement mortar (1:3) on brick / stone masonary work in substructure as per technical specifications S.O.R. Item No. 13.03

71.25

8145

114.32

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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) S.O.R. Item No. 8.08

71.25

5009

70.3

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification. S.O.R. Item No. 14.17 (ii)

15

4033

268.9

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Providing weep holes in Brick / stone masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications. S.O.R. Item No. 13.08

20

2210

110.5

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Backfilling behind abutment, wing wall and return wall with Sandy Material complete as per drawings & technical specification S.O.R. Item No. 13.09 (B)

22.07

27023

1224.57

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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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. CPWD 2022 16.91.2

1800

1436400

798

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.Supplying XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Three core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete in an approved manner. 3.5 core 120sqmm

200

216106

1080.53

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3.5core 70 sq mm

1000

695450

695.45

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4 core 6 sq mm

980

180241

183.92

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Erection of metallic pole of following length in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation including excavation and refilling etc. as required….... Above 6.5 m upto 8.0 m

100

306600

3066

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LED Street Light (90W/100W)

100

715794

7157.94

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0.5 mtr single arm suitable for 75mm top with PU painted in different colour for conical pole

100

198978

1989.78

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7 mtr high octagonal hot-dip galvanised pole(BOP-7030) with top dia 70mm, bottom dia 130mm & made of 3 mm thick sheet, base plate dimensions 200mmX200mmX12mm (LXBXT) including suitable sizes of foundation bolt all complete as reqd. (without arm)

100

1348364

13483.64

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Outdoor stand mounted feeder panel with 63amp TP&N, MCD incomer , 63 amp TP Contactor automatic switching of luminaires power tool control incomer outgoing terminal etc as reqd.

5

159780

31956.1

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1 KVA control transformer 415V/230V

5

43106

8621.25

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Electronic timer on-off delay /off delay 0-30sec

5

6580

1316.18

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50/63 amps rating TPN, MCB, "C" series, 10 KA breaking capacity.

4

5034

1258.7

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320 Amp power contactor of type Ac-1 duty 1, 4 pole IS/IEC/60947 - 4-1

2

68859

34429.82

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300 amp, 415 V, heavy duty three phase with neutral bs bar chamber

1

9023

9023.58

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320 amps, TPN, switch disconnector fuse unit with ISI marked HRC fuses

2

24470

12235.28

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4 pole MCCB with adjustible thermal setting 315 amp, 35 KA

2

37117

18558.68

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ADD GST 18%

0.18

3377033

18761294.58

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ADD 1% LABOUR CESS

0.01

221383

22138327.6



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