Rural Works Department Tender

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Rural Works Department Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 3,60,10,208 
Notes
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Costs

Description

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BOQ Items

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For 100 m lead @ 80%

5662.14

173

983116.67

... More
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. (Including Royality & Labour Cess).

750.74

243

182985.37

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Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

592.3

2682

1588844.75

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WBM Grading 3 (By Mechanical Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

205.66

4635

953306.08

... More
Prime Coat (Low porosity) Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.7- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

2742.15

51

139959.34

... More
Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503.

2742.15

17

48097.31

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Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509.

2742.15

284

779840.04

... More
Granular Sub-base with Well Graded Material (Table 400.1) ( By mix in place method ) For Grading I MaterialConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

75.75

2682

203199.38

... More
WBM Grading 3 (By Mechanical Means) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

56.81

4635

263334.23

... More
Cement Concrete Pavement Construction of un-reinforced, 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

121.2

8456

1024932.65

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Hard Shouldering Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412

200

549

109918

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Supply and poviding NP2 300 mm dia hume pipe across carriageway in open areas

15

1127

16916.1

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Kilometre stone Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703. ii) Km stone

2

2858

5716.42

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iii) 200 m stone

4

788

3155.88

... More
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 1701.2.3 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600 mm equilateral & triangle, (Left Hand & Right Hand Curve & Narrow BrIdge)

12

4582

54988.44

... More
Stop Board At Start & End

2

11705

23411.22

... More
600 mm x 450 mm rectangular, (School & Place board)

4

6156

24624.44

... More
Planting of Trees and their Maintenance for one Year Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

72

1219

87834.96

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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.

144.8

803

116336.66

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Concrete 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. Sealing primer may be applied in advance which is incidentally Included to the work.

40

803

32137.2

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(I)Providing and Fixing 'Logo' of MMGSY Project Providing and fixing of typical MMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

5

11804

59024.9

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HPC2 X 1000 MM Earth work in excavation for foundation of structures upto 3.0 m depth as per drawing and technical specification clause 1104

55.15

385

21259.22

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Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11

5.17

537

2780.43

... More
Brick Flat Soling in foundation:-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108

51.94

304

15829.75

... More
Plain cement concrete M15 (PCC 1:2.5:5) in levelling course below open foundation of head walls as per drawingand technical specification clause 1109

11.49

6830

78487.39

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( M20 )

32.92

7736

254670.11

... More
Providing and laying 1000 mm Dia RCC pipe NP-3 for culverts on first class bedding of PCC M10 (1:3:6) in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works,backfilling concrete and masonary works in head wall

7.5

7311

54839.1

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Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

43.82

223

9791.58

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Providing 1.5 mm cement punning including curing carriage of water with all leads and lifts as per building specification and direction of E/I

16.72

66

1104.52

... More
Painting on Parapet Wall (Black & White Strips) Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

43.82

126

5564.7

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Add L.C. @ 1%

1

75346

75346

... More
Add Seigniorage Fee @ 10 %

1

147669

147669

... More
Add GST @ 18%

1

1396370

1396370.7

... More
1st Year Maintenance

0.96

44744

42776

... More
2nd Year Maintenance

0.96

129455

123759

... More
3rd Year Maintenance

0.96

375848

359311

... More
4th Year Maintenance

0.96

258075

246720

... More
5th Year Maintenance

0.96

454150

434168

... More
Add L.C. @ 1%

1

12067

12067.34

... More
Add Seigniorage Fee @ 10 %

1

22613

22613

... More
Add GST @ 18%

1

223454

223454.58

... More
PART - B BRIDGE BOQ

-

-

-

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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. as per MORD specification clause 300. i) Upto 3m depth

466.65

385

179660.25

... More
ii) 3m to 6m depth

96.27

458

44091.66

... More
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

18.95

7037

133351.15

... More
R.C.C. grade M 30 in Open Foundation complete as per Dwg & Tech Specification (Analysis using MoRT&H Data Book)

206.56

8127

1678713.12

... More
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

328

16985

5571080

... More
Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

50.62

68762

3480663.68

... More
R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification clause 1500, 1700 & 2100. RCC M-35 i) Upto 5m height (Using Concrete Mixer)

197.97

8462

1675222.14

... More
ii) From 5m upto 10m height (Using Concrete Mixer)

11.14

8621

96037.94

... More
R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specificationii) From 5m upto 10m height (Using Concrete Mixer)

8.63

8711

75175.93

... More
Supplying, fitting and placing TMT bar reinforcement (Fe 500) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

22.83

68963

1574149.44

... More
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications clause 2000 & 2200complete asper drawing and approved technical specifications.

12

43715

524580

... More
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

450809.4

-

293026.11

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

144

96

13824

... More
Backfilling behind abutment, wing wall and return wall complete as per drawings & MORD technical specification Clause 1204.3.8 I) Sandy Material

175.7

1031

181202.92

... More
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8

94.6

3751

354844.6

... More
Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC M-30 (Height 5m to 10m)

122.71

9302

1141518.36

... More
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

17.5

70431

1232401.64

... More
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

22.43

14145

317272.35

... More
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

79.76

3100

247256

... More
Drainage Spouts complete as per drawing and technical specifications Clause 1209

16

843

13488

... More
P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

8.87

6979

61903.73

... More
Reinforced Cement Concrete M-25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

20.53

12829

263379.37

... More
Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)

25.35

12104

306851.1

... More
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

33.8

468

15818.4

... More
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

33.8

23

777.4

... More
Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

296.09

3756

1112114.04

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

98.5

4025

396462.5

... More
Add L.C. @ 1%

1

209848

209848.65

... More
Add Seigniorage Fee @ 10% on Material Cost only

1

155966

155966

... More
Add GST @ 18%

1

3843122

3843122.34

... More
1st Year Maintenance Cost

1

14937

14937.08

... More
2nd Year Maintenance Cost

1

37704

37704.92

... More
3rd Year Maintenance Cost

1

37704

37704.92

... More
4th Year Maintenance Cost

1

37704

37704.92

... More
5th Year Maintenance Cost

1

37704

37704.92

... More
Add L.C. @ 1%

1

1657

1657.57

... More
Add Seigniorage Fee @ 10% on Material Cost only

-

-

-

... More
Add GST @ 18%

1

30134

30134.62



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