Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date25 Oct 2024
Closing Date6 Nov 2024
Tender Amount₹ 4,29,94,000 
Notes
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Costs

  • EMD

    ₹ 8,59,880
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,000

Description

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BOQ Items

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Scarifying, including picking up scarified material and stacking of old serviceable material with in a lead of 100 metres [MoRTH specification: Clause 501]. Top bituminous surface of surface dressing or premix carpet with all lift and lead upto 1000m for reusable materials.

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-

-

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A/R to Danda from Masalpur Jagner Road

13500

16

216000

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A/R to Chamarpura

1687.5

16

27000

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 _____do___________ with lead 50 mtr to - 500mtr

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-

-

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A/R to Danda from Masalpur Jagner Road

25746.5

79

2033973.7

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A/R to Chamarpura

3790.8

79

299473.2

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 _____do___________

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-

-

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CD work on Tali Siloti Road

315

47

14805

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Providing and laying granular sub-base material having P.I.not more than 6, including compacted thickness and consolidation by 8-10 tonne power roller at OMC to achieve desired density to required camber and grade including cost of water and hire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).Grading as per MoRTH specification : Table 400-1, 400-2 with CBR value not less than 30.To achieve 95% Proctor density

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-

-

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A/R to Danda from Masalpur Jagner Road

6322.5

391

2472097.5

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CD work on Tali Siloti Road

22.5

391

8797.5

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A/R to Chamarpura

888.75

391

347501.25

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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.2 (63-45mm) crusher broken

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-

-

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A/R to Danda from Masalpur Jagner Road

1828.13

1193

2180953.13

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CD work on Tali Siloti Road

11.25

1193

13421.25

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A/R to Chamarpura

157.78

1193

188233.03

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Providing, laying, spreading and compacting stone aggregate of specific size as per table 400-6 & 400-7 to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of Stone screening to fill-up the interstices of coarse aggregates, watering (with water browser) and rolling, making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [MoRTH specification : Clause 404] (by manual means) with all leads (compacted thickness as specified to be measured) Grading no.3 (53-22.4 mm) crusher broken

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-

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A/R to Danda from Masalpur Jagner Road

3069.56

1253

3846161.19

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A/R to Chamarpura

301.22

1253

377427.09

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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 as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTH specification clause 601.

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-

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CD work on Tali Siloti Road

30

2644

79320

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 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 and water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments

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-

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A/R to Danda from Masalpur Jagner Road

1875

5695

10678125

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CD work on Tali Siloti Road

75

5695

427125

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A/R to Chamarpura

309.38

5695

1761890.63

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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 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 CIause- 502,112

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-

-

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A/R to Danda from Masalpur Jagner Road

40927.5

24

990445.5

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A/R to Chamarpura

4016.25

24

97193.25

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Providing and applying tack coat with bitumen emulsion on the prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 2.75 kg /10sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI.503,112

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-

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A/R to Danda from Masalpur Jagner Road

40927.5

9

384718.5

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A/R to Chamarpura

4016.25

9

37752.75

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Providing and laying open graded premix carpet 20 mm thick (compacted) on prepared surface in a single course as wearing course, aggregates as per Table 500-23, heating bituminous binder @ 14.6 Kg/10 Sqm. and aggregates in Hot Mix Plant (including cost of antistripping 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 and seal coat with lead for mix of material 1 km. (MoRTH Specification : Clause 511,112) with all lead. In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E loader. with bitumen grade VG-30

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-

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A/R to Danda from Masalpur Jagner Road

40927.5

103

4231903.5

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A/R to Chamarpura

4016.25

103

415280.25

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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 antistripping compound, wherever required) in mini hot mix plant 6-10 TPH and laying and rolling with power roller 8-10 tonne including all lead of mix material [MORTH Specification : Clause 513] with all lead. with bitumen grade VG-30

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-

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A/R to Danda from Masalpur Jagner Road

40927.5

35

1440648

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A/R to Chamarpura

4016.25

35

141372

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP -3 (Single Row) 300 mm dia

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-

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A/R to Danda from Masalpur Jagner Road

97.5

455

44401.5

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A/R to Chamarpura

15

455

6831

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P& F Mukhya Mantri Sadak Yojana logo for roads funded by State road fund having M.S. Definition plate of 1.6mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 mix C.C. block 300x300x600 mm including lettering / writing and painting etc. complete in all respect.

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-

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A/R to Danda from Masalpur Jagner Road

1

11942

11942

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A/R to Chamarpura

1

11942

11942

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Supply of direction and place identification sign boards made out of 2mm thick sheet framed to angle iron 40 x 40 x 5 mm and two vertical posts of angle size 65 x 65 x 6 mm, 3 m long with hold fasts, stove enamelled paint and reflective letters,numerals,symbols etc. complete of size : 900 x 750 mm

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-

-

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A/R to Danda from Masalpur Jagner Road

10

3107

31070

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A/R to Chamarpura

2

3107

6214

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Supply of cautionary / warning sign board 90cm equilateral triangle made out of 2.0 mm thick aluminum sheet face to be fully covered by white/blue high intensity grade retro reflective sheeting with Red / white symbol, cut out or screen printed background with epoxy paint complete confirming to MoRTH specifications clause. 801 with angle iron post 65 x 65 x 6 mm. 3 mtr. long

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-

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A/R to Danda from Masalpur Jagner Road

15

4302

64530

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Supply of Village Name Board size 600 x 900 mm made out of 1.25mm thick M.S. sheet duly framed with 30 mm ODMS tube tightened with M.S. flat 12 x 3 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.

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-

-

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A/R to Danda from Masalpur Jagner Road

5

2346

11730

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S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800)

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-

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A/R to Danda from Masalpur Jagner Road

-

-

-

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5th km stone

2

2044

4088

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Ordinary km stone for NH

12

1247

14964

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200 m stone

52

356

18512

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A/R to Chamarpura

-

-

-

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Ordinary km stone for NH

2

1247

2494

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Providing and laying of hot applied thermo plastic compound inclusive of type-1 reflectorising glass beads as per table 800.3, 800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywith reflectorising glass beads type-2 in addition @ 250 gm/scm with a road marking machine as per IRC : 35 complete with traffic diversion arrangement as per MoRTH specification clause 803.4.

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-

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A/R to Danda from Masalpur Jagner Road

1070

503

538210

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PART-'B' : CD Work

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-

-

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Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

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-

-

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A/R to Danda from Masalpur Jagner Road

316.8

124

39283.2

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A/R to Chamarpura

52.8

124

6547.2

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Providing and laying Plain cement concrete mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated in foundation up to a depth of 1.50 metres below ground level and/or 1.50 metres above ground/bed level as per MoRTH specification : clause 1000 & 1700. with all lead P.C.C. grade M-15 in foundation & plinth upto 1.5 mtr. from ground level

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-

-

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A/R to Danda from Masalpur Jagner Road

184.56

3985

735460.04

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A/R to Chamarpura

30.76

3985

122576.61

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Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in cement mortar 1:4

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-

-

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A/R to Danda from Masalpur Jagner Road

424.37

3245

1377081.95

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A/R to Chamarpura

70.73

3245

229513.66

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Providing, laying & fixing in position RCC spun or hume pipes ISI marked with proper jointing in required slope packed in the gasket of hume or spun yarn and neatly finished with rich grout of cement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 (Double Row) 1000 mm dia

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-

-

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A/R to Danda from Masalpur Jagner Road

45

6696

301329

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A/R to Chamarpura

7.5

6696

50221.5

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Providing Cement plaster 12mm thick in cement mortar 1:3 at all levels as per MoRTH Specfication: Clause:1000 & 1300

-

-

-

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A/R to Danda from Masalpur Jagner Road

240

143

34320

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A/R to Chamarpura

40

143

5720

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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick

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-

-

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A/R to Danda from Masalpur Jagner Road

60

279

16740

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A/R to Chamarpura

10

279

2790

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Dismantling upto 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material within a lead of 1000m. [MoRTH Specification clause 202] Dismantling stone masonry Rubble stone masonry in cement mortar

-

-

-

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CD work on Tali Siloti Road

114.75

445

51063.75

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Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre

-

-

-

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CD work on Tali Siloti Road

100.8

209

21067.2

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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. PCC Grade M-15

-

-

-

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CD work on Tali Siloti Road

40.31

4195

169110.94

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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. RCC Grade M30

-

-

-

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CD work on Tali Siloti Road

72

5142

370224

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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M30 upto 5 metre height

-

-

-

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CD work on Tali Siloti Road

149.77

5426

812656.36

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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 specfication as per MoRTH Specification Clause 2205

-

-

-

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CD work on Tali Siloti Road

40.5

231

9355.5

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Providing and fabricating steel reinforcement at any level including cutting, binding, placing in position and binding complete in foundation as per drawing and technical specification as per MoRTH Specification : Section: 1600 FE 415 Steel reinforcement

-

-

-

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CD work on Tali Siloti Road

17.41

85670

1491429.03

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Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on form base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 2.00 M x 2.00 M

-

-

-

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CD work on Tali Siloti Road

15

48693

730395

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Filter media behind abutment, wing wall and return wall, complete as per drawing and technical specification as per MoRTH Specification : Clause:2504

-

-

-

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CD work on Tali Siloti Road

18.04

714

12878.78

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Providing and laying specified Apron complete as per drawing and technical specification as per MoRTH Specification : Clause: 2503 Boulder/Quarry stone weighing not less than 40 kg (specfic gravity not less than 2.65)

-

-

-

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CD work on Tali Siloti Road

18

1155

20790

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Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. PCC Grade M-20

-

-

-

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CD work on Tali Siloti Road

18

4689

84402

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PART-'C' : PROTECTION WALL

-

-

-

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Earthwork in excavation in foundation trenches etc. not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil 3m. Clear from the edge of excavation and subsequent filling around hume pipes/masonry in 15cm layers with compaction including disposal of all surplus soil as directed within a lead of 1000 metres.[MoRTH Specification : Clause 301,304]. Ordinary Soil

-

-

-

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A/R to Danda from Masalpur Jagner Road

192

124

23808

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Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 By blasting including blasting material in hard rock

-

-

-

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A/R to Danda from Masalpur Jagner Road

195.5

604

118082

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Recovery of Stone recevied from Hard rock Cutting stone for Masonary Work 30 % of Hard Rock Cutting

-

-

-

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A/R to Danda from Masalpur Jagner Road

58.65

1000

-58650

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Providing and laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above Ground/Bed level as per MoRTH Specification : Clause 1000 & 1700P.C.C. 1:3:6 mix with stone aggragate 40 mm hand broken

-

-

-

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A/R to Danda from Masalpur Jagner Road

53.33

3244

173023.63

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Providing and laying stone masonry work in cement mortar with mechanical mixer for foundation (any level) complete including all scaffolding etc. but excluding pointing and plastering as per drawing and technical specification as per MoRTH Specification : Section 1000,1400 in cement mortar 1:4

-

-

-

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A/R to Danda from Masalpur Jagner Road

742.69

3245

2410020.94

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Raised and cut pointing on stone work in CM 1:2 (1 cement : 2 sand)

-

-

-

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A/R to Danda from Masalpur Jagner Road

444.5

114

50850.8

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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick

-

-

-

... More
A/R to Danda from Masalpur Jagner Road

107.5

279

29992.5



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