Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 Mar 2025
Closing Date15 Apr 2025
Tender Amount₹ 4,36,00,000 
Notes
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Costs

  • EMD

    ₹ 8,72,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

15.12

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

2615.63

1

-

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

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-

-

96.14

487

46820

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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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-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

5437.5

1

-

227.92

4216

960911

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

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-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

7.56

1

-

225

1274

286650

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.

-

-

-

8

2022

16176

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

9218.25

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

227.92

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

9218.25

1

-

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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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57.36

868

49788

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Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.

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11.19

88817

993862

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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

40

1

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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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-

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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 CC Mixer

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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

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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). 300 mm dia

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-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

311.72

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

2074.11

1

-

3

7040

21120

1883.25

509

958574

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

25

1

-

82.65

5963

492842

8.64

4327

37385

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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 a fixed form or Fix 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, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, 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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-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

4.45

1

-

15.12

9091

137456

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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 Hectometer stone (precast)

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-

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Providing, laying and fixing of Filler Joint Providing and filling joint sealing compound as per drawings and technical specification with coarse sand and 6% bitumen by weight as per MoRTH specification : clause 2605.

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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-35,60mm thick to be used in light traffic (Light traffic is defined as a daily traffic up to 150 commercial vehicles exceeding 30 KN laden weight, or an wquivalent up to 0.5 million standerd axles (MSA) for a design life of 20 years (A standerd axle is defind as a single axle load of 81.6 KN ) like pedestrain plazes, shopping complexes ramps, car Parks, office drveways , housing colonies , office complexes , rural roads with low volume traffic ,fram houses, beach sites, tourist resorts, local authority footwys ,residential roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

1.8

1

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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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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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-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

6.74

1

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

48

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

24.85

1

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

7.82

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

13.78

1

-

20843.25

13

270962

6

3300

19800

5682.09

1422

8079932

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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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-

7.82

88951

695597

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

11625

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

125

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

12

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

96.14

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

2.48

1

-

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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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-

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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 high intensity grade 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 90 cm equilateral triangle

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-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

2

1

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

2511

1

-

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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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-

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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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-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

2

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

8

1

-

183.75

3072

564480

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

202

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

1883.25

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

250

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

82.65

1

-

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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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-

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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 kilometer stone (precast)

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-

202

191

38582

20843.25

35

729514

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Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade

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-

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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). 600 mm dia

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-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

10

1

-

311.72

4800

1496256

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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]

-

-

-

13.78

280

3858

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

67.5

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

118.6

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

2250

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

434.11

1

-

116

19

2204

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Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.

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-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

11625

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

148.24

1

-

2250

723

1626750

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

8.64

1

-

1582.78

72

113960

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

4

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

3171.09

1

-

4.28

18120

77554

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

920.73

1

-

7.56

3757

28403

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

4

1

-

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Providing, laying and spreading of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401. Grading-III

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-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

9218.25

1

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

19381.08

1

-

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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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-

-

24

581

13944

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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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Providing, laying and fixing of Filler Joint 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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-

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Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201). BY MECHANICAL MEANS In area of Thorney Jungle

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-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

464.72

1

-

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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift

-

-

-

250

632

158000

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

67.5

1

-

48

129

6192

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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.

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-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

11625

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

11248.15

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

183.75

1

-

18

2709

48762

898.83

4776

4292812

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Raised Pavment Marker ( Cats Eyes): Supplying and Fixing of Molded Shank Raised Pavement Markers 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 100 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 700 Kgf. 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 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission

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-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

57.36

1

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

9218.25

1

-

20843.25

114

2376131

364.16

3702

1348120

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift

-

-

-

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lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

4

1

-

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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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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

11625

1

-

266.84

3578

954754

... More
lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

1

1

-

... More
lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

100

1

-

135

5261

710235

24.85

5318

132152

... More
Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

-

-

-

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

6.49

1

-

... More
lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

30

1

-

65

3476

225940

... More
lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

12

1

-

... More
lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

662.05

1

-

... More
lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

367.5

1

-

20843.25

40

833730

... More
Supply of villege Name Board size 600x900 mm made out of 1.25 mm thick M.S. Sheet duly framed with 30mm Outer Dia Mild Steel tube tightened with M.S. flat 12x3 mm fixed on two posts of size 40 mm ODMS tube 3M long whole board is processed in blue/white stoving enamel paint and white/red machine cut reflective sheet complete in all respect posts duly painted with black/white synthetic enamel.

-

-

-

397.5

5826

2315835

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lMd fuekZ.k dk;Z ckNhgsMk ls xqUtkjk rd

116

1

-

... More
lMd fuekZ.k dk;Z xqjk;rk ls fcys'oj egknso efUnj rd

364.16

1

-

6.49

90131

584950

30629.23

117

3583620

... More
Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade

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