Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Oct 2024
Closing Date4 Nov 2024
Tender Amount₹ 52,75,000 
Notes
Download

Costs

  • EMD

    ₹ 1,05,500
  • Document Cost

    ₹ 1,000
  • Tender Fee

    ₹ 1,500

Description

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BOQ Items

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Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 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 blening to be as per Table 600-1, cement content not to be less than 200 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 tonne vibratory roller, finishing and curing.

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

20.55

1

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

7.42

1

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dqy

27.97

3072

85924

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Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,, tie rod, admixtures and vacuum processing pump as approved, , finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112. Using Cement concrete M-30 pavement Grade

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

41.1

1

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

42

1

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dqy

83.1

6046

502423

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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MECHANICAL MEANS Depth upto 3m

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

334.92

1

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

124.66

1

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dqy

459.58

72

33090

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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500]. With 20mm nominal size aggregate R.C.C. M-20 grade By using concrete mixer

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

123.6

1

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

240.62

1

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dqy

364.22

4865

1771930

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Providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification. [MoRTH Specification : Section 1600]. HYSD bar reinforcement

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

2.71

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

1.51

1

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dqy

4.22

88817

374808

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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

15

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15

5261

78915

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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 by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

168

1

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168

117

19656

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Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundations as per drawing and technical specification. [MoRTH Specification : Section 1700 & 1500].With 20mm nominal size aggregate P.C.C. M-15 grade

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

53.96

1

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?kkVksyh ls gksMk dh ekrkth jksM ds fdeh 4@500 ds e/; osaVst dkWtos ,oa lqj{kk fnokj

19.53

1

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dqy

73.49

4295

315640

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700].RCC M-20 grade, including form work Upto 5 mtr. Height

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

159.84

1

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dqy

159.84

4844

774265

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Structural cement concrete for plain concrete/ reinforced concrete for substructure at any level, complete as per drawing and technical specification. Design mix concrete – [MoRTH Specification : Section 1500 & 1700]. RCC M-25 grade, including form work Upto 5 mtr. Height

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

16.5

1

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dqy

16.5

5366

88539

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Steel reinforcement in substructure complete. [MoRTH Specification : Section 1600] HYSD reinforcement

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

3.18

1

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3.18

88951

282864

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Providing A.C. pipe Weep holes 150mm dia in Masonry/plain Concrete/Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specification. [MoRTH Specification : Clause 2205].

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

36

1

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dqy

36

129

4644

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Structural RCC/PSC upto a height of 5 mtr. for reinforced concrete in superstructure complete including steel formwork, scaffolding etc. As per drawing and technical specification. Design mix concrete. [MoRTH Specification : 1500 & 1700]. RCC M-30 grade Solid slab superstructure

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

35.63

1

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dqy

35.63

6018

214421

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Providing and laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical Specification. [MoRTH Specification : Section 1600]

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

5.5

1

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5.5

90131

495721

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Providing and Laying PCC M-15 grade leveling course below approach slab complete as per drawing and technical specifications. [MoRTH specification : 2700]

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

5.04

1

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dqy

5.04

3757

18935

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Reinforced cement concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications. [MoRTH specification : 1500, 1600, 1700, 2704]

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

7.56

1

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dqy

7.56

9175

69363

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Reinforced cement concrete wearing coat M-30 grade at any level including formwork and reinforcement complete as per drawing and technical Specification. [MoRTH Specification : Clause 2204, 1500 & 1700].

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

4.28

1

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dqy

4.28

11188

47885

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Providing and fixing in position 20mm thick Premoulded Joint Filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm, covered with sealant complete as per drawing and technical specification in MoRTH specification : clause 2605.

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

15.2

1

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dqy

15.2

280

4256

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Providing & Laying of Filter media with granular Materials/stone crushed aggregates satisfying (IRC-78) the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm 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. (MoRTH specification : Clause 710, 2200, 2504).

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

24.74

1

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dqy

24.74

848

20980

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Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause 304]. Gravelly Material

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?kkVksyh ls nqtZuiqjk jksM ds fdeh 0@200 ds e/;

66.73

1

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dqy

66.73

474

31630



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