Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 3,09,95,252 
Notes
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Costs

Description

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BOQ Items

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..

6132.35

200

1231866.47

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).

1431.08

50

72040.57

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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

1211.31

74

90509.08

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Providing and Laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250 gms per sqm area,thicknessof 2.5mm is exclusive of surface applied glass beads as per IRC:35.

162.87

354

57703.21

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.

7134.11

28

204534.93

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Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 clause 401 of MOSRT&H specifications for road and Bridges work.

291.9

2988

872299.37

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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.

614.07

3524

2164007.24

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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 0.60 kg/sqm using mechanical means and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.

3915.78

37

146489.33

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.

3915.78

13

53450.4

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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with paver finisher to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45

195.79

8627

1689158.65

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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.

97.9

10683

1045917.59

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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 25mm 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 form work 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 bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

1428.5

7883

11261379.76

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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

649.12

270

175840.12

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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

378.2

1166

441000.11

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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.

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1000 mm dia Single row

70

6468

452799.2

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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.

127.68

8895

1135777.36

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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.

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Foundation

620.19

6485

4022254.65

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Sub-Structure

332.95

6627

2206646.1

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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

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-

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Foundation

40.18

7804

313597.67

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Substructure

32.81

9774

320691.83

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Superstructure

55.09

10651

586783.97

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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

14.88

2347

34934.07

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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.

7.59

7823

59379.76

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Providing and laying Filter media with granular crushed aggreates 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, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.

66.19

3416

226106.36

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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.

87.74

2894

253952.9

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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 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.

124

110

13752.84

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Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.

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Fixing of Km. Stone

4

2522

10089.4

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200 mm Stone (Precast)

9

724

6519.87

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Guide Post (M-20)

69

879

60699.99

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Providing and erecting direction and Place identification retro-reflective sign as per IRC-67-2012 made of Class-B retro-reflective sheeling of sheeling of high intensity and high intensity rismatic grade sheeting as per ASTMD4956-09 type-III and IV strictly conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 4.00 mm thick as per clause 6.5.2 of IRC : 67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of low density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel frames as detailed below, firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete (100cmx100cmx120cm), 15cm above ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curing etc. complete,under supervision of Engineer-In-Charge.(3650mm x 2450mm Rectangle)

1

141085

141085.7

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Information signs

2

11983

23967.52

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Providing and fixing of typical MMSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1

2

8998

17996

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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.

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-

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600mm equilateral triangle

9

2205

19845.54

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600mm Circular

9

2046

18419.22

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Restoration of Rain-cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.

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1st Year

14.49

390

5656.17

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2nd Year

19.27

390

7522.04

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3rd Year

24.2

390

9446.47

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4th Year

28.98

390

11312.34

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5th Year

33.76

390

13178.22

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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

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-

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1st Year

48.3

48

2331.92

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2nd Year

64.24

48

3101.51

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3rd Year

80.66

48

3894.26

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4th Year

96.6

48

4663.85

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5th Year

112.54

48

5433.43

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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

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-

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1st Year

48.3

18

886.31

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2nd Year

64.24

18

1178.8

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3rd Year

80.66

18

1480.11

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4th Year

96.6

18

1772.61

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5th Year

112.54

18

2065.11

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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

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-

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1st Year

436.43

340

148682.97

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2nd Year

597.91

340

203695.98

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3rd Year

759.39

340

258708.99

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4th Year

920.87

340

313721.99

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5th Year

1082.35

340

368735

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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.

-

-

-

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1st Year

8

1713

13705.68

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2nd Year

8

1713

13705.68

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3rd Year

8

1713

13705.68

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4th Year

8

1713

13705.68

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5th Year

8

1713

13705.68

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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

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-

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1st Year

2.3

871

2004.5

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2nd Year

2.3

871

2004.5

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3rd Year

2.3

871

2004.5

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4th Year

2.3

871

2004.5

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5th Year

2.3

871

2004.5

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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

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-

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1st Year

23

176

4050.53

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2nd Year

31

176

5459.41

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3rd Year

38

176

6692.18

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4th Year

46

176

8101.06

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5th Year

54

176

9509.94

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Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

-

-

-

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1st Year

92

10

1009.24

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2nd Year

122

10

1338.34

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3rd Year

154

10

1689.38

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4th Year

184

10

2018.48

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5th Year

214

10

2347.58

... More
Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

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1st Year

48.3

3

176.78

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2nd Year

64.24

3

235.12

... More
3rd Year

80.66

3

295.22

... More
4th Year

96.6

3

353.56

... More
5th Year

112.54

3

411.9



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