Forest Department Tender

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Forest Department Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date19 Dec 2024
Closing Soon30 Dec 2024
Tender Amount₹ 7,63,464 
Notes
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Costs

  • EMD

    ₹ 15,260
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Description

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Contact

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Documents
Water Harvesting Structue II Udainath Closer Range Sariska
Water Harvesting Structue II Udainath Closer Range Sariska
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BOQ Items

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Providing and laying in pcc including curring compaction etc complete in specific grade excluding the cost of centring and suttaring all work up to plinth level (1:5:10) cm in 40mm nominal size Head wall 1x10.30x2.50x0.30=7.725 Head wall ext 2x4x1.15x0.30=2.76 Side wall 2x5.00x0.75x0.30=2.25 Toe wall 1x10.30x0.75x0.30=2.32 Toe wall ext 2x2.00x0.75x0.30=0.90 AppronL/S 1x10.00x5.00x.25=12.5 Appron u/s 1x10.00x2.00x.25=5.00 Total=33.455

33.45

2956

98878.2

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R/R stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30cm thick wall in Head wall 1x10.30x2.50x0.90=23.175 Head wall ext 2x4.00x1.15x0.90=8.25 Side wall 2x5.00x0.75x0.90=6.75 Toe wall1x10.30x0.75x0.30=2.3175 Toe wall ext 2x2x0.75x0.30=0.90 Total= 41.4225

41.42

2838

117549.96

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R/R stone masonry for with hard stone in superstructure above plinth level and upto five level above 30cm thick walls in cement mortar 1:6 Head wall 1x10x(2.25+0.90)/2x1.80=28.35 Head wall ext 2x4.0x0.90x3.00=21.60 Side wall 2x1.35x0.60x3.60=5.832 Side wall 2x4x0.60x(3.60+1.20)/2 =11.52 Toe wall 1x10x0.60x0.45=2.70 Toe wall ext 2x2x0.60x0.45=1.08 Core wall 2x10x0.45x1.00=9.00 Total= 80.08

80.08

3479

278598.32

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Providing and laying cement concrete including curing compaction etc.complete in specified grade excluding the cost of centering and shuttering in walls 1:2:4 15m grade nominal mix Head wall 1x10x0.90x0.05=0.45 Head wall ext 2x4x0.90x0.05=0.36 Side wall 2x5.35x0.60x0.05=0.321 Toe wall 1x10x0.60x0.05=0.30 Toe wall ext 2x2x0.60x0.05=0.12 Core wall 2x10.45x0.05=0.450 Appron u/s 1x10x5.00x0.10=5.00 Appron u/s 1x10x2.00x0.10=2.00 Total=9.00

9

5112

46008

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Plaster on new surface on walls in CM 1:4 including racking of joints etc complete fine finish 25mm thick Head wall 2x10x1.80=36 Head wall ext 2x4x3=24 Side wall 2x1.35x3.60=9.72 Side wall 2x4X(3.60+1.20)/2=19.20 Toe wall 2x10x0.45=9.00 Toe wall ext 2X4x0.45=3.60 Core wall 2x2X10X1=40.00 Total= 141.52

141.52

227

32125.04

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centering and shuttering with plywood or steel seets encluding strutting, propping bricing both ways and removel of fram work for foundation, footing,strap beam, raft, bases of columns etc 2x15x1.40 = 42 sqm

42

157

6594

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Finishing with neat cement (punning) Head wall 2x10x1.80=36 Head wall ext 2x4x3=24 Side wall 2x1.35x3.60=9.72 Side wall 2x4X(3.60+1.20)/2=19.20 Toe wall 2x10x0.45=9.00 Toe wall ext 2X4x0.45=3.60 Core wall 2x2X10X1=40.00 Total= 141.52

141.52

36

5094.72

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Earth work for bund/embankment in dry or moist soil with the help of tractor attached with scraper including laying in layers of 15 cm breaking of clods, sorting of grasses, pebbles etc. and dressing in required profile when compacted manually within initial lead of 30 m and lift of 1.50m rate of tractor (35-40hp) with POL & scraper (Excluding charges of watering &compaction) in hard soil, 45x(16+8)/2x3.00=1620.00 CUM

1620

100

162648



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