Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Civil Works Others
Building Construction
Eprocure
Opening Date29 Jul 2022
Closing Date20 Sep 2022
Tender Amount₹ 4,16,09,090 
Notes
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Costs

  • EMD

    ₹ 8,32,182
  • Document Cost

    ₹ 10,000
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50 m and lift upto 1.5m dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. (a) Hard/Dense soil.

-

-

-

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Indrani M.I.P

6070.75

-

93

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Motipura M.I.P

1866.75

-

93

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Excavation including loading, unloading, disposal and dressing of excavated earth within intial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect. (a) Hard soil mixed with kanker /boulder,morrum

-

-

-

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Indrani M.I.P

153

-

115

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Motipura M.I.P

226.74

-

115

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Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect.(b) Hard rock not requiring blasting

-

-

-

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Indrani M.I.P

229.5

-

229

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Providing and Laying inposition of Cement concrete Nominal mix(1:3:6) including leads of all construction materials,curing,compaction and finishing with rendering incement sand mortar1:3 (1cement:3coarse sand) and making good the joints excluding the cost of centering ,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

-

-

-

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Indrani M.I.P

205.67

-

5035

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Motipura M.I.P

111.08

-

5035

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Providing and Laying inposition of Cement concrete Nominal mix(1:2:4) including leads of all construction materials,curing,compaction and finishing with rendering incement sand mortar1:3 (1cement:3coarse sand) and making good the joints excluding the cost of centering ,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

-

-

-

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Indrani M.I.P

284.33

-

5633

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Motipura M.I.P

293.05

-

5633

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Providing and Laying inposition of Cement concrete Nominal mix(1:1.5:3) including leads of all construction materials,curing,compaction and finishing with rendering incement sand mortar1:3 (1cement:3coarse sand) and making good the joints excluding the cost of centering ,shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto 20 mm

-

-

-

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Indrani M.I.P

174.6

-

6115

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Motipura M.I.P

683.48

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6115

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Providing and Laying in position of Cement concrete Design mix M-30 including leads of all construction materials, plasticizers (ifrequired), curing, compaction and finishing withrendering in cement sand mortar 1:3 (1cement:3coarse sand) and making good the joints excluding the cost of centering ,shuttering and reinforcement.Well graded crusher broken stone aggregate of maximum size upto (For mix design Cement content considered 428 kg/ cum of concrete)

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-

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Motipura M.I.P

108.3

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6591

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.Columns, slabs, cantilevers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

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-

-

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Indrani M.I.P

67.5

-

200

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Motipura M.I.P

102.53

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200

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)

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-

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Motipura M.I.P

689.25

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140

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Side shuttering including propping etc. complete (to achieve finish F 2 for : Retaining wall, counterfort, abutment, wing walls up stream or down- stream slope facings of dams and open faces of construction joints etc.

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-

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Indrani M.I.P

3021.3

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220

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Motipura M.I.P

1967.7

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220

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Centering and shuttering for slabs, beams, lintels Columns, trough with or without caps and base including propping and remove

-

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-

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Motipura M.I.P

60

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225

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Supply of M.S. rainforcement including labour charges for steel rainforcement including bending binding and placing in position all reinforcement a per drawing including cost of binding wire and all leads and lifts using tor or riffed bars. (IS:1786:1985)

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-

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Indrani M.I.P

4050

-

95

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Motipura M.I.P

38619.8

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95

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Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for foundation including all leads of all construction materials including curing etc. complete- In cement sand mortar (1:4)

-

-

-

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Indrani M.I.P

90.72

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4313

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Random rubble stone masonry (using R.R. stones where 75% stones to be not less than 15 cm in size in any direction and weighing not less than 23 kg.) for Foundation including all leads of all construction materials including curing etc. complete- In cement sand mortar (1:5)

-

-

-

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Motipura M.I.P

60.75

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4095

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Coursed stone / Kharanja masonry (using hammer dressed stones not less than 20 cm in any direction and at least 50 % stones to be more than 23 cm in depth) for foundation (up to 0.5 thickness) including all leads of all construction materials including curing etc. complete.

-

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-

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Indrani M.I.P

24

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6611

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Providing and laying cement concrete coping in (1:2:4) with mzximum size of crusher broken aggregate upto 20 mm including shuttering etc. with all leads of materials complete in all respect in thickness of 75 mm

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-

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Indrani M.I.P

1308.39

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480

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Motipura M.I.P

1296

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480

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Plaster in cement sand mortar 1:3 including racking of joints, smooth finishing & curing etc. complete including all leads of all construction materials of thickness: 20 mm

-

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-

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Indrani M.I.P

619.63

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311

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Plaster in cement sand mortar 1:4 including racking of joints, smooth finishing & curing etc. including all leads of all construction materials complete: of thickness 20 mm

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-

-

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Indrani M.I.P

2545.23

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290

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Motipura M.I.P

1917

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290

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Dismentling old plaster or skirting, rackingout of joints and cleaning the surface for plaster including disposal of rubish to the dumping ground with in 50 m.lead,inclusive of dewatering wherever required

-

-

-

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Indrani M.I.P

2954.94

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20

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Motipura M.I.P

2187

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20

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Demolishing stone rubble masonry including stacking of useable material and disposal of unuseable material within 50 m. lead inclusive of dewatering wherever required in cement mortar

-

-

-

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Indrani M.I.P

165.27

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487.6

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Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and upto 450 mm, including curing and finishing etc including all leads of all construction materials complete in all respective with well graded crusher broken stone aggregate .The plums shall be distributed evenly and shall be not closer than 150 mm from the surface. PCC Nominal Mix 1:2:4 with plum , (b) Max. size of Aggregate 40 mm

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-

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Indrani M.I.P

505.76

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5115

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Motipura M.I.P

126

-

5115

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Preparation and dressing of sub grade including removal of irregularities upto 7.5 cm in soil, Morrum mixed with pebbles, small boulders and highly weathered rock (a) For bed

-

-

-

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Indrani M.I.P

1389.75

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12.2

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Preparation and dressing the sub grade including removal of irregularities up to 7.5 cm in soil, morrum mixed with pebbles, small boulders and kankar & murrum for (a) for bed

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-

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Motipura M.I.P

2448

-

8.5

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Providing and laying cast in situ concrete sleepers 15 cm x 7.5 cm in cement concrete (1:3:6) with maximum size of crusher broken stone aggregate upto 20 mm well graded including all leads of all construction materials including curing, finishing and form work etc. complete as per specification for - (a) In Bed

-

-

-

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Indrani M.I.P

206.75

-

61

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Motipura M.I.P

94.5

-

61

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Providing and laying cast in situ plain cement concrete design mix M-15 grade for lining, using well graded crusher broken aggregate of maximum nominal size 20 mm conforming to IS:383-1970, including proportioning of the ingredients by weigh batching and mixing by mechanical mixer including finishing of concrete lining, cutting of grooves for construction joints, complete as per specification with all leads and lifts of construction material complete for canal bed of thickness.(b) 7.5 cm

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-

-

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Indrani M.I.P

1339.5

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518

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Cement concrete lining of mix (1:3:6) M-10 with upto 20 mm size well graded crusher broken stone aggregate laid as per specifications including all leads of all construction materials including rendering and curing etc. complete for canal bed of thickness (b) 7.5 cm

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-

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Motipura M.I.P

2457

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460

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Preparation of surface of existing concrete surface/ masonry in lime mortar/ cement mortar including removal of organic deposit by washing with etching compound and use of wet sand blasting and final washing the surface with air and water jet including cost of all material and equipment required for the work complete.

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-

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Indrani M.I.P

761.31

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205

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37 mm thick guniting with cement mortar (1:3) on concrete/masonry surface after proper fixing of 9 gauge welded mesh of good quality rust free of size 50 mm x 50 mm in ONE layers with anchors / clamps in stone masonry / concrete, after racking the joints clean the surface by compressed air & water jet. Apply epoxy and 15 mm thick mortar with compressed air gun on the surface to be treated. After hardening of first layer of mortar anchor the welded wire mesh and apply 22 mm thick cement plaster, complete in all respect as per technical specification.

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-

-

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Indrani M.I.P

150

-

1054

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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(a)With initial lead of 250 m

-

-

-

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Motipura M.I.P

4104

-

124

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Earth work in rough (borrow area) excavation for embankments in hard soil, morrum or highly weathered strata dry or moist, including laying in 20 cm layers (before compaction) and breaking of clods, sorting of grass, pebbles etc. and dressing when compacted by vibro compactor, vibro sheep foot roller, sheep foot roller/pneumatic tyred roller to obtain dry density of at least 98% of Standard Proctor's density with initial lift of 1.5m (Excluding charges for compaction and watering) including loading and un-loading wherever required complete in all respect.(b)With lead beyond 250 m and up to 750 m (½ Km)

-

-

-

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Motipura M.I.P

17390

-

133.5

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Compaction of earth or highly weathered strata. By manually or plain roller (density 90% of proctor)

-

-

-

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Motipura M.I.P

4104

-

24

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Compaction of earth or highly weathered strata By mechanical equipment such as sheep foot roller/ pneumatic tyred roller to obtain dry density of. (ii) at least 95% of Standard Proctor's density

-

-

-

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Motipura M.I.P

17390

-

38

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Watering of earth including cost of carriage of water when source of water is up to 1 Km.

-

-

-

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Motipura M.I.P

21494

-

11.1

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Filling of construction joints with sealing compound, including painting the concrete sleepers below lining and sides of lining panel as per specification provided in IS: 3384 - 1986 and all leads of all construction materials including cost of sealing compound complete in all respect.

-

-

-

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Indrani M.I.P

479

-

66

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Motipura M.I.P

115.2

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66

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Providing bitumen joints filter sheet conforming to IS: 1838-1983 (b) 20 mm

-

-

-

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Indrani M.I.P

59.1

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780

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Motipura M.I.P

27

-

780

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Supplying of Quarry rubish not more than 10 cm in size including all lead and lift.

-

-

-

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Indrani M.I.P

680.06

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410

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Motipura M.I.P

696.38

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410

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Spreading of quarry rubbish / spalls / murranda to required grade & camber in layers not exceeding 15 cm. thickness (loose) as per specifications including dressing etc. complete.

-

-

-

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Indrani M.I.P

680.06

-

38

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Motipura M.I.P

696.38

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38

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Supplying, Laying & consolidation of quarry rubbish / Murrum / Murda to required grade & camber in layers not exceeding 15 cm. thickness (loose) by road roller as per specifications including dressing etc. complete.

-

-

-

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Indrani M.I.P

1048.95

-

579

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Motipura M.I.P

1833.75

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579

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Supplying stone, spall and laying Rip rap in required profile properly hand packed using stone of specified size including all lead & lifts.23 cm thickness (± 5 % thickness tolerance)

-

-

-

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Indrani M.I.P

1042.76

-

1651

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Motipura M.I.P

1432.92

-

1651

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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete.

-

-

-

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Indrani M.I.P

277.49

-

78

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Motipura M.I.P

1267.2

-

78

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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete

-

-

-

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Indrani M.I.P

60

-

219

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Motipura M.I.P

274

-

219

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Re -handling excavation earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering including cost of water including loading and un loading wherever required with cost of dewatering wherever required.

-

-

-

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Indrani M.I.P

382.5

-

87

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Motipura M.I.P

390

-

87

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Providing, laying and fixing in position RCC spun or hume pipe with collers (ISI-458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints- NP-3 (1200 mm dia)

-

-

-

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Indrani M.I.P

37.5

-

9158

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Motipura M.I.P

40

-

9158

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Providing, laying and fixing in position RCC spun or hume pipe with collers (ISI-458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints- NP-3 (300 mm dia) including labour charges

-

-

-

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Motipura M.I.P

5

-

1191

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Providing, Laying and Fixing in position RCC SPUN OF Hume pipe with collars (IS 458-2003) in require size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. including labour charges Rate as per WR BSR bundi 2022 ch. XVIII Item 28 a&c page 89 (i) 150 mm dia NP3

-

-

-

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Motipura M.I.P

30

-

531

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Providing, Laying and Fixing in position RCC SPUN OF Hume pipe with collars (IS 458-2003) in require size packed in gasket for Hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. including labour charges Rate as per WR BSR bundi 2022 ch. XVIII Item 28 a&c page 89 (ii) 250 mm dia NP3

-

-

-

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Motipura M.I.P

22.5

-

767

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Supply of Distance stone well dressed of required shape and size 60x23x7 cm with exposed faces chiesel dressed.

-

-

-

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Motipura M.I.P

105

-

300

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Fixing of Distance stone in 30 x 30 x 30 cm pit excavated in all type of strata and back filling with cement concrete (1:4:8) projected 10 cm above ground level well finished and properly cured.

-

-

-

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Motipura M.I.P

105

-

250

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Design, drawing ,fabrication ,supply ,erection ,testing and commissioning of Embedded parts consisting of sill beams ,vertical tracks, vertical sealtracks ,sealing frame,guidetracks/rails,wallplates, sealseats, anchors, anchor girders, yoke girders, tie flats, trunnion supports, rope and pulley supports etc.and any required necessary item,with all accessories as per relevant IS code, for all type radial gates /Vertical lift fix wheel types luice and Canal gates/ Stop log gates including cost of all materials, machinery ,labour ,cutting ,aligning, anchoring, welding, finishing, cleaning, tools and tackles ,applying two coat of zinc richepoxy primer to give dry film thickness of 70±5 microns and finish coat (two coats) of solvent less coal tarepoxy paint using air less spray to provide dry film thickness of 150±5 microns per coat thus total dry film thickness of all coats, including primer coating ,should not be less than 350 microns .,including packing & forwarding, transportation charges complete item, as per specifications and approved drawings.

-

-

-

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Motipura M.I.P

0.75

-

169359

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Supply & fixing of copper strip (95% to 98% purity) of 35 cm wide and 16 gauge in construction joints of RCC works including cutting, grooving in Z or V shape and gas welding etc. complete.

-

-

-

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Motipura M.I.P

60.6

-

2760

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Supply & fixing 305 mm wide and 6 mm thick rubber / PVC water seal of approved quality in construction / contraction joint as per drawing complete in all respect. (ii)305mm wide

-

-

-

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Motipura M.I.P

27

-

675

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Supplying and laying sand of grade as per design requirement in required profile including all lead & lifts. This item is to be used only for laying filter / inverted filter

-

-

-

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Motipura M.I.P

262.4

-

1716

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Supplying and laying aggregate in layers and profile as specified including all leads & lifts. This item is to be used only for laying filter / inverted filter (b) 20 to 40 mm

-

-

-

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Motipura M.I.P

262.4

-

1201

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Dry boulder filling in required profile with filling of voids etc. complete including all leads & lifts & well finished surface.

-

-

-

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Motipura M.I.P

476.7

-

1184

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Supply laying and pushing of MS cashing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic conditions as per Highway/Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone,water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of work ,mobilizing of machinaries and specialized crew at the job site complete in all respect,including excavation of driven pit and exit pit (upto 3meter depth) with proper protection at these sites with shoring sheets and ISMB,providing MS cutting edges for front shield and constructing thrust bed at designated level Necessary dewatering and providing concrete foundation at the base of the driven pit,PVC/Rubber saddle as per the requirement of Highway/Railway authority,crane for handling of pipe and any other machinary,tools,and tackles required, construction of temporary works as per design ,drawing and method as per approved by authority specification and the direction of the Engineer.Apply corrosion resistant ,protection on side and outside of casing pipe as per technical specification.4.11.5 ,700 mm Dia. 10 mm Thick casing pipe

-

-

-

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Motipura M.I.P

60

-

34550

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Demolishing stone rubble masonry including stacking of usable material and disposal of unuseable material within 50 meters lead inclusive of de-watering wherever required.(b) In cement mortar

-

-

-

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Motipura M.I.P

37.5

-

487.6



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