Works Department Tender

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Works Department - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jan 2025
Closing Date22 Jan 2025
Tender Amount₹ 3,55,60,642 
Notes
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Costs

Summary

Improvement To Mahanadi Embkt Tarito Boilo Road Under Mmsy-improvement To Existing Rd Road In The Dist Of Cuttack For The Year 2024-25.

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..

15233.75

200

3060155.7

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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).

760.49

50

38283.07

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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.

13167

28

377497.89

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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.

940.12

2503

2353421.2

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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the 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/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

2427.67

2996

7274173.28

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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.

16787.93

38

643145.6

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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.

16787.93

13

234527.38

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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.

419.7

10440

4382049.93

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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.

370.63

7290

2702029.83

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Earth work in excavation of foundation 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.

1113.61

270

301665.81

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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.

204.87

1222

250363.43

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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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600 mm dia Single row

40

2788

111552

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1000 mm dia Single row

50

6321

316097.5

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300 mm dia Single Row

50

1174

58725

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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.

206.11

8799

1813683.65

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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

342.72

5967

2045287.84

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Sub-Structure

728.93

6109

4453645.67

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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

81.9

7152

585753.71

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Substructure

50.4

9134

460383.34

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Superstructure

80.03

10011

801240.35

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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

27.3

2275

62132.07

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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.

10.24

7181

73537.74

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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.

57.93

2982

172795.34

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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.

113.73

2540

288967.46

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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.

252

111

28012.32

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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 5th. Km. Stone

1

4241

4241.26

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Fixing of Km. Stone

6

2511

15068.58

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200 mm Stone (Precast)

20

720

14413.6

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Guide Post (M-20)

200

859

171908

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Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm 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 blow 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 square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)

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Information signs

2

117371

234742.9

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Providing and fixing of typical 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

15

2200

33006

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600mm Circular

15

2042

30636.3

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Maintenance

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-

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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge

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-

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1st year

31.5

408

12880.35

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2nd year

41.9

408

17132.91

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3rd year

52.61

408

21512.23

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4th year

63

408

25760.7

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5th year

73.4

408

30013.26

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.

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-

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1st year

105

51

5401.2

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2nd year

139.65

51

7183.6

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3rd year

175.35

51

9020

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4th year

210

51

10802.4

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5th year

244.65

51

12584.8

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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.

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-

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1st year

67.5

20

1406.02

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2nd year

89.78

20

1870.12

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3rd year

112.73

20

2348.17

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4th year

135

20

2812.05

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5th year

157.28

20

3276.14

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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.

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-

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1st year

434.5

337

146517.75

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2nd year

603.96

337

203661.35

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3rd year

782.1

337

263731.94

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4th year

951.56

337

320875.55

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5th year

1125.36

337

379482.65

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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.

-

-

-

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1st year

15

1713

25698.15

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2nd year

15

1713

25698.15

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3rd year

15

1713

25698.15

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4th year

15

1713

25698.15

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5th year

15

1713

25698.15

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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.

-

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-

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1st year

5

1004

5022.85

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2nd year

5

1004

5022.85

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3rd year

5

1004

5022.85

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4th year

5

1004

5022.85

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5th year

5

1004

5022.85

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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

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-

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1st year

50

176

8805.5

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2nd year

67

176

11799.37

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3rd year

84

176

14793.24

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4th year

100

176

17611

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5th year

117

176

20604.87

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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.

-

-

-

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1st year

200

10

2194

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2nd year

266

10

2918.02

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3rd year

334

10

3663.98

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4th year

400

10

4388

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5th year

466

10

5112.02

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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge

-

-

-

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1st year

105

3

384.3

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2nd year

139.65

3

511.12

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3rd year

178.5

3

653.31

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4th year

210

3

768.6

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5th year

244.65

3

895.42



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