Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date27 Jun 2022
Closing Date5 Jul 2022
Tender Amount₹ 47,29,194 
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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Providing and casting in situ Cement Concrete For RCC M-200 for column

1.23

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8815.4

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Providing and casting in situ Cement Concrete For RCC M-200 for beams,Lintels

1.91

-

8297.3

... More
Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, plywood form work,bully/steel prop ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete

1.96

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9312.6

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Providing and filling in plinth and floors with approved murum from excavated materials including watering, compaction

8.1

-

92.4

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Providing II nd class B.B. masonry with conventional bricks in C.M.of 1:6 proportion infor Plinth etc. complete.

1.79

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8077.3

... More
Providing II nd class B.B. masonry with conventional bricks in C.M.of 1:6 proportion in superstructure etc. complete.

8

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8327

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Providing and fixing in position steel bar reinforcement of various diameters for RCC slabs, beams, columns,etc complete.

0.59

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84527

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Providing cement plaster of following proportion with or without neeru finish etc. Inside

9

-

216.7

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Outside

31.74

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290.4

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Providing and fixing pressed steel door of various sizes as per detail drawing etc.

2.1

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2108

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Providing and fixing steel windows of various sizes as per detailed drawings etc.

2.16

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4933.5

... More
Providing sand faced plaster externally in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15mm thick in C.M. 1:4 using waterproofing compound at 1kg.per cement bag, curing the same for not less than 3 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8mm thick in C.M. 1:4, finishing the surface by taking out grains and curing for fourteen days, scaffolding etc. complete.

56.6

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658.9

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Providing and laying rough shahabad stone flooring of 40 mm thk in plain pattern on a bed of 1:4 CM etc complete.

9

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763.4

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Providing and applying two coat water proof cement paint power distemper of approved manufacture etc. complete

65.6

-

81.4

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SubWork No. 2 Pumping Machenary- Providing ,erecting and giving test of submersible pumpset confirming to IS 8034 and motor confirming to IS 9283 with water proof winding.Pump shall be suitable for various delivery head and discharge with stainless steel etc Submersible Pump 10.00 Bhp

1

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48980.64

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Supply only

1

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48980.64

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Providing 16Amps Main Switch

1

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2580

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25 Amps ELCB (LT22-1/56)

1

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3584

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FASD Starter (LG1–1/63)

1

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8906.1

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Earthing (ER 4/81-82)

1

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554

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Submersible cable 3 core 4Sqmm (CB1-3/75)

70

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175.56

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Providing L T Panal MS Sheet Steel Encloser (LT1-/47)

1

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2166

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125 mm dia GI pipe Medium 16.70kg/m

60

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1220.8

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Service wire Aluminium conductor Three core

30

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106.7

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Providing and Fixing 125mm NR/Reflux valve PN-1

1

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11267.8

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SubWork No. 4 Rising Main-Providing and supplying in standard length ISI mark un plasticised PVC pipes of suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no.4985/1988 ilcluding all local & central taxes,transportation,inspection charges, loading, unloading,conveyance to the departmental stores/site & stacking the same in closed shed duly protected from sun rays & rain including cost of jointning material etc.complete. 140 mm dia 6 kg / cm2

110

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667

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Providing PVC Specials etc.complete

1

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3668.5

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[B] LABOUR SECTION Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including

23.1

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165

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Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing

23.1

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211.2

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Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the

15.4

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629.2

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Excavation for foundation / pipe trenches in hard rock by controlled blasting

15.4

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830.5

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Filling in plinth and floor murum bedding in trenches from excavated material from foundation 15 cm to 20cm layer including watering and compaction etc compld.

11.55

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911.9

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Lowering laying and Jointing PVC pipes by heating to the ends of pipes 90 mm .Dia HDPE 6.0kg/sq.cm

110

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58.3

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Refilling the trenches with available excavated stuff etc. complete.

69

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92.4

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SUB-WORK No. 5 - RCC ESR Capacity 1,36,000 Liter Designing ( aesthetically ) and constructing RCC elevated survice resorvoirs of follwing capacity with RCC standing consisting of columns, internal bracings Staging Height = 12.00 m

1

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3027818.45

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Providing and supplying I.S.I. standard CIDF double flanged pipes including all taxes (central & local ) Rly. Freights, insurance, unloading from railway, wagon, loading into truck, transport to sunloading, stacking etc. complete.

51

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2945

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Providing and supplyingdouble flange sluice valves 150 mm dia D/F Sl. Valve PN 1 .0 a. Including all taxes(Central and local ) railway freight, inspection charges-unloading from railway wagon, loading into the truck, transportation upto depart-mental stores/site, unloading, stacking, etc. complete..

3

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10251

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Providing & supplying ISI std. CI . D/F specials upto 300 mm dia.

300

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73

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SUB-WORK NO. 6 - DISTRIBUTION SYSTEM Item no. 1: Providng and supplying in standard length ISI mark rigid unplasticised PVC-pipes siatable for potable 90 mm. Dia.PVC. 4kg./sq.cm.

200

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197

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75 mm. Dia.PVC. 4kg./sq.cm.

300

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142

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Providing and supplying ISI mark CIDF sluice valves of following dia including all taxes (Central and local ) railway freight inspection charges ,unloading from railway wagon, loading into truck transportation upto departmental stores/sites unloading stacking etc. complete. 80 mm dia.

1

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5132

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100 mm dia.

1

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4966

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Providing and supplying PVC special suitabale for PVC pipes including cost of all taxes transformation to site of work, loading, unloading, stacking, etc. compd.

1

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8200

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[B] LABOUR SECTION Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including

70

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165

... More
Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing etc. complete

105

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211.2

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Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry etc. complete.

70

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629.2

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Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical etc. complete.

70

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830.5

... More
Filling in plinth and floor murum bedding in trenches from excavated material from foundation 15cm to 20cm layer including watering and compaction etc compld.

70

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911.9

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Lowering and laying, jointig with PVC pipes and specials of following class ,etc.comptd 90 MM Dia.PVC.4 kg/sq.cm.

100

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34.1

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75 MM Dia.PVC.4 kg/sq.cm.

400

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27.5

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Lowering, laying and jointing in position follwing C.I.D.F. Sl. Valves incl. Cost of all labour, jointetc. Comp a] 80 mm. C.I.D.F. Sl. Valves

1

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1911.8

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Lowering, laying and jointing in position follwing C.I.D.F. Sl. Valves incl. Cost of all labour, jointetc. Comp b] 65 mm. C.I.D.F. Sl. Valves

1

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1376.1

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Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.       225 mm x 300 mm (40 kg)

2

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3043

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Providing and laying in situ, following grades of C.C. of trap/granite/quartise/gneiss metal for pipe encasing incl. Dewatering ,form work, compacting and curring, finishing etc. complet.

10.5

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6204

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Refilling the trenches with availabal excavated stuff with soft material in 15 cm.over the pipe line and then hard murum in15cm. Layer with alll lead and lifts incl.consolidation, surcharging etc.compt.

232.09

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92.4



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