Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Eprocure
Opening Date14 Feb 2019
Closing Date20 Feb 2019
Tender Amount₹ 21,00,000 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Excavation for foundation by mechanical means in soft rock including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (SSR 17-18 Item No.12.08) BR.3 Page No. 102 1.50 to 3.00 m

26.37

12855

487.5

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Excavation for foundation in hard rock by blasting including shoring and strutting as necessary and disposing off excavated stuff as directed etc. complete. (SSR 17-18 Item No.12.09) BR.3 Page No. 102

15.14

15692

1036.5

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Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 3.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) (SSR 17-18 Item No.12.22) BR 4 Page No 104.105

189.33

28683

151.5

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Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand) (SSR 17-18 Item No.11.02) CD.-3 Page.No. 160

40.12

207837

5180.4

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Providing and laying in situ / ready mix plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners a) Height upto 5 M. (With Concrete Mixer)With Natural / VSI standard Artificial Sand i) M-15 (SSR 17-18 Item No.17.38) MORT&H (5th Rev.) 1700, 2204

106.43

655550

6159.45

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Providing and laying in situ / ready mix controlled M-20 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with Natural / VSI standard Artificial Sand (SSR 17-18 Item No.17.52) MORT&H(5th Rev.) 1700, 2205, 2304

4.89

32641

6675.15

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Providing and laying in situ / ready mix M25 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/ deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. complete. (height up to 4 meter with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (SSR 17-18 Item No.14.15) BR.38(b and c) Page No. 135 and B. 7, Page No.38

34

265030

7795

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Providing and laying in situ / ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returns including scaffolding, compaction, formwork finishing and curing etc. complete. (excluding reinforcement, with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with Natural / VSI standard Artificial Sand) (SSR 17-18 Item No.14.44) BR.50 Page No. 143 and B. 7, Page No.38

3.29

25008

7601.35

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Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (SSR 17-18 Item No.14.01) BR.35 Page No. 134

4.69

322097

68677.6

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Providing and laying in situ / ready mix M20 CC of trap/ granite/ quartzite/ gneiss metal for wearing course 8cm thick including compacting, finishing, curing and filling in joints with bitumen etc. complete. (with fully automatic micro processor based PLC with SCADA enabled concrete batch mix plant / pan mixer with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) (SSR 18-19 Item No.14.39) BR.47(a) Page No. 140 and B. 7, Page No.38

5.2

30050

5778.9

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Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. 0(SSR 17-18 Item No.12.69) MORT and H -2700 and 2200

45

17343

385.4

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Providing tar paper bearing including laying in proper position etc. complete. (SSR 17-18 Item No.13.02) As directed by Engineer in charge

12.09

995

82.35

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Providing expansion joints with 25mm thick bituminous pad as per detailed drawings etc. complete. (SSR 17-18 Item No.14.33) BR.43 Page No. 138

9.73

7884

810.3

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Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (SSR 17-18 Item No.14.88) As directed by Engineer in charge

30.96

73553

2375.75

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Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete. (by sandy material) (SSR 17-18 Item No.12.71) MORT and H 2200 &-710.1.4 of iRC 78

23.85

72721

3049.1

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Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. (SSR 17-18 Item No.14.74) MORT and H-2500

7.56

31036

4105.35

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Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete. (by stone/boulder) (SSR 17-18 Item No.14.72) MORT and H-2500

61.6

168670

2738.15

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Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. By Mechanical Means. (SSR 17-18 Item No.2.13) MORTH 309

221

20144

91.15

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Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. (SSR 17-18 Item No.2.23) MORTH 404

68.4

2253

32.95

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Supplying hard murum/ kankar at the road site, including conveying and stacking complete. (SSR 17-18 Item No.2.29) MORTH 402

11.14

6648

596.8

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Spreading gravel / sand / soft murum /avilable murum over rubble soling /W.B.M.surface blanketing berms etc.complete. (NEW CSR item No.27, Page No.) Spec.No.: Rd.28/Page No.205

11.14

697

62.6

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Compacting the hard murum / kankar for all widths (200 mm. loose) with static roller including necessary artificial watering complete. (NEW CSR item No.30, Page No.) Rd.38/Page No.210

40.5

400

9.9

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Supplying trap /granite /quartzite / gneiss stone metal of required size by bringing the boulders at the road side breaking them to required gradation including conveying the boulders and stacking the broken metal etc. complete. (Prior approval of sample stack of broken metal by the Ex.Engineer is necessary, the date of approval will form part of the measurements) (For Diversion only) (NEW CSR item No.23, Page No.) Rd.19,20,21,22/Page No. 197 to 201 a. By Breaking rubble obtained by blasting I. 80 mm metal

8.1

8445

1042.6

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Spreading 80 / 40 mm metal including sectioning complete. (NEW CSR item No.25, Page No.) Rd.29/Page No.205

8.1

756

93.35

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Compacting the gravel/ oversize metal (200 mm loose) layers for all widths with static roller including necessary, labour, materials and artificial watering complete. (NEW CSR item No.28, Page No.) Rd.32/Page No.205

40.5

1200

29.65

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Providing and laying in situ M20 cement concrete of trap/granite/quartzite/gneiss metal for RIGID PAVEMENT including plywood/steel formwork ,compacting ,finishing curing and filling in joints with bitumen etc complete. (Excluding cost of reinforcement) (NEW CSR item No.41, Page No.) As directed by Engineer- in-charge.

4.5

26658

5924.05

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Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. (SSR 17-18 Item No.46.13) As directed by Engineer in charge.

35.23

19418

551.2

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Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. (SSR 17-18 Item No.46.11) As directed by Engineer in charge.

82.89

18658

225.1

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Removing Np-2 and Np-3 class pipes including stacking at road side as directed by the Engineer in charge. Upto 900mm dia. etc complete. (SSR 17-18 Item No.46.30) As directed by Engineer in charge.

30

6423

214.1

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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge (SSR 18-19 Item No.6.36) MORTH 801

1

8748

8748.85

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Add Testing Charges of Materials (As per Statement) Basic Test of Cement Standard Consistancy, Fineness, Specific Gravity, Setting Time (Initial & Final), Compressive Strength

2

6600

3300

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Basic Test of Aggregate i) Water Absorption, Specific Gravity, Compact Value, Crushing Value

1

2300

2300

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ii) Sieve Analysis

1

600

600

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iii) Flakiness Index

1

750

750

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Mix Design i) Concrete Mix Design (M-25, M-30)

1

12100

12100

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Fine Aggregate i) Fineness Modulus & Silt Content

1

1200

1200

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Compressive Strength of CC Cube (Set of 3.00 Cubes)

17

10200

600

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Rubble Water Absorbtion, Crushing Value, Specific Gravity, comressive strenght,

1

1750

1750

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Soft Murum / Soil Plastic Limit / Liquid Limit

1

1000

1000

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Steel Bar Testing (Upto 16mm) Tensile Strength, Elongation, Yield Stress, Weight Per Meter, Bend / Rebend Test, Proof Stress (Above 16mm)

3

3300

1100

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Royalty Charges

191.08

29709

155.48



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