Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date30 Mar 2022
Closing Date18 Apr 2022
Tender Amount₹ 46,34,363 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Lift 4.50.to 6.00 M

14.42

-

1210

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Item No. 3 Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-100)

0.17

-

6221.96

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Item No. 4 Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork a) Foundation Beam (M-200) Lift 5.00 to 10.00 M b) Vertical Wall (M-200)

1.65

-

9255.46

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Lift 0.00 to 5.00 M Above & Below GL

12.06

-

9047.96

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Lift 5.00 to 10.00 M

1.21

-

9894.56

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Item No. 5 Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, dra Lift 0.00 to 5.00 M

0.72

-

73502

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Lift 5.00 to 10.00 M

1.72

-

77177.1

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Item No. 6 Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complet

900

-

77

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Item No. 7 Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all lead

12

-

201

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Item No.8 Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

107.52

-

92.4

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Item No.9 Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with g 30% Sand filling

2.31

-

1242

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100% Boulder filling

7.69

-

1688

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SUB WORK NO. 2 :- CONNECTING MAIN 200 MM DIA PIPE Item No. 1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuf Lift 0.00 to 1.50 M

101.25

-

510.4

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Lift 1.50.to 3.00 M

78.75

-

540.1

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Item No.2 Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, gua Lift 3.00.to 4.50 M

67.5

-

1179.2

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Lift 4.50.to 6.00 M

56.25

-

1210

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Item No.3 : Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-100)

2.25

-

6221.96

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Item No.4 Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complet

750

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77

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Item No. 5 : Providing and supplying ISI mark CI s/s (Push on joint pressure pipe of Cl of following class and dia confrming to the IS specification including cost of jointing material including all statically etc. complete 200 mm dia CILA

15

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2569

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Item No. 6 : Lowering laying & jaointing with SBR rubber ring gasket CI s/s pipe DI K-7/ DI K-9 of various classes etc. complete 200 mm dia CILA

15

-

137.5

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Item No. 7: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete 200 mm dia. CIDF Scour/ Sluice Valve (PN 1.0)

1

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18581

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Item No. 8: Lowering, laying and jointing in position following CIDF Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 200 mm dia. CIDF Scour/ Sluice Valve

1

-

4085

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Item No. 9: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

300.24

-

92.4

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SUB WORK NO. 3 :- DESILTING, DEEPNING & STRENGTHNING OF EXISTING SUPPLY WELL 6.00 M DIA & 12.00 M DEEP Item No.1  Desilting the Supply Well of water supply / sewerage works etc. in wet or dry condition including lifts upto 10.5 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Lift 10.50 to 12.00 M.

29.44

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903

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Item No.2 Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc.as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete..( Bd - C-6/277) For Steel Jali for Floor of supply well

1.43

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70017

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Item No. 3 Excavation in general in hard material comprising of soft rock ,hard rock,manjara rock etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for head works i.e. intake well, connecting pipe jack well pump house supply well etc. for lift 0 to 1.50 M & lead of 150M including baricatting, guarding disposing off surplus excavated stuff within a radius of 0.50 KM 0 as directed by Engineer-in-charge, excluding refilling etc complete. Lift 12.00 to 13.50 M.

29.44

-

931

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Lift 13.50 to 15.00 M.

29.44

-

959

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Lift 15.00 to 16.50 M.

19.63

-

987

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Item No. 4 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.

21.72

-

84

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Item No. 5 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete

240

-

77

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Item No. 6 Providing & fixing G.I. Railing having 1 M. height consisting 50x50x6mm thick M.S. angles as verticals at 1.5M c/c and additional posts at every corner with 3 rows of 25mm dia G.I. Pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape etc complete.

16.97

-

916

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Item No. 7 Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork For Rising of R.C.C. wall of supply well

3.02

-

8579.78

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Item No. 8 Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, drawings etc. complete For Rising of R.C.C. wall of supply well

0.24

-

78430

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SUB WORK NO. 4 :- SWITCH ROOM & PANAL BOARD & OPERATING MOBILE SYSTEM Item No.1:- Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. 12 mm thick in C.M. 1:4

13.41

-

264

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20 mm thick in C.M. 1:4

20.32

-

359

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Item No.2 :- Providing and fixing factory made panneled door shutter in single leaf 35mm thick style and rail without ventilator with CCTW panels 12mm thick including wrought iron hold fast and stainless steel foxtures with oil painting 3 coats etc. complete.

2.1

-

2285

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Item No. 3:- Providing and fixing steel windows of various sizes as per detailed drawings with or without ventilators including fabrication, glazing with plain/ obscured glass pan and approved type and quality of fixtures and fastenings, 10 mm square bar at 100 mm c/c and finishing with 3 coats of oil painting etc complete. (Without M.S. Box Frame)

1.08

-

4244

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Item No. 4:- Providing and applying colourwash of approved colour and shade on new surface including scaffolding and brooming down including 2 coats of whitewash as base coat etc.complete. For two coats

9.43

-

17

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Item No. 5:- Providing and applying whitewash on new/ old plastered or masonry surface including scaffolding and preparing the surface by brushing and brooming down etc complete. For two coats

9

-

11

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Item No.6:- Providing and applying plastic emulsion paint of aproved quality, colour and shade to old surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. For two coats

54.88

-

43

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Item No.7:- Provision of Panal board for pumping machinery

1

-

50000

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Item No.8:- Operation of pumping machinary through mobile network system

1

-

15000

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SUB WORK NO. 5 :- PROVINDING & LAYING PURE WATER RISING MAIN FROM SUPPLY WELL TO ESR Item No. 1:- Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores/ site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 110 MM DIA PVC 6KG /CM2

550

-

296

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Item No. 2:- Providing and supplying PVC/ D.I/C.I/HDPE/ M.S Specials i) 10% of pipes cost - For PVC pipes

1

-

16280

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Item No. 3:- Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. ( Sluice valve - PIN 1.6 without bypass arrangement) 80 mm dia scour valve

1

-

6758

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Isolating Valve For Air Valve 80 mm dia sluice valve

1

-

6758

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Item No. 4:- Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide,seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm dia Tamper Proof Air Valve

4

-

24790

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Item No. 5:- Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. Lift 0 to 1.50 M

187

-

150

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Item No. 6:- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.50 M

140.25

-

170

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Item No.7 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.50 M

93.5

-

192

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Item No. 8:- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.50 M

70.13

-

572

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Item No. 9:- Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 6 Kg./Sq.cm. 110 MM DIA PVC 6KG /CM2

550

-

40

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Item No. 10:- Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 110 MM DIA PVC 6KG /CM2

0.55

-

4961

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Item No. 11:- Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge 80 mm dia Scour valve

1

-

1738

... More
Isolating Valve For Air Valve 80 mm dia sluice valve

1

-

1738

... More
Item No. 12:- Providing and fixing in position air valve shaft including providing and fixing Gl Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc, complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line UPTO 150MM

4

-

5578

... More
Item No. 13:- Providing and fixing in position M.S. Air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x3 mm size M.S. angle frame, concre- ting in M-150 for fixing the box in position,applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in For Double ball air valve

4

-

3062

... More
Item No. 14:- Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3:6 proportion PCC bedding excluding excavation ,B.B. masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer-in-charge Chamber size 90 X 90 cm X 120 cm

1

-

10624

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Item No. 15:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation,

485.65

-

84

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SUB WORK NO. 6 :- PROVINDING & CONSTRUCTION RCC ESR CAPACITY 35000 LITERS ST HT 12.00 M Item No. 1:- Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5M. Centre to centre for ESR having capacity upto 500cum and not more than 6 m. c/c for ESRS having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 M. all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental desing, providing and fixing accessories such as M.S. ladder outside, stainless steel ladder in container, C.I. manhole frame and covers water level indications, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code the job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in Note : 1) The design of the structure shall be in accordance with relevant (IS 456-1987, IS 875-1987, IS 3370 - 2009 or revised) latest edition. 2) The design shall satisfy the stipulations as per IS 1983-1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. 4) The entire structure shall be in M-300 mix only. 5) Plain round mild steel bars grade I confirming to IS 432 part -or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level. RCC ESR 35000 lit. capacity & staging height 12.00 M.

1

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1001445

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Item No. 2:- Providing and supplying ISI standard Cl double flanged pipes excluding GST levied by GOI & GOM inall respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores unloading etc. complete as directed by Engineer-in-charge., 100 mm dia. CIDF Pipes

49

-

1813

... More
100 mm dia. CIDF Pipes

19

-

1813

... More
Item No. 3:- Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pressure,stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. CIDF Sluice valve PIN 1.6 (With bypass arrangement) 100 mm dia CIDF Sluice Valve PN-1.6

1

-

9022

... More
80 mm dia CIDF Sluice Valve PN-1.6

2

-

6770

... More
Item No. 4:- Providing and supplying ISI standard CI flanged / S&S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. Diameter 80 mm to 300 mm

480

-

73

... More
SUB WORK NO. 7 :- PROVINDING & LAYING DISTRIBUTION SYSTEM Item No. 1:- Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm dia. PVC 4 Kg/sq/cm

890

-

105

... More
90 mm dia. PVC 4 Kg/sq/cm

202

-

146

... More
Item No. 2 Providing and supplying PVC/ D.I/C.I/HDPE/ M.S Specials i) 10% of pipes cost - For PVC pipes

1

-

12294

... More
Providing ISI marks G.I pipe of following class and dia. Excluding GST levied by GOI & GOM in all respect,inspection charges, trasnportation to stores, etc. complete as IS-1239/2004. 100 100 mm dia G.I. Pipes Medium class

75

-

785

... More
Item No. 3 Providing double flange sluice valve confirming for IS 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm dia CIDF Sluice valve

2

-

5132

... More
65 mm dia CIDF Sluice valve

2

-

4966

... More
50 mm dia CIDF Sluice valve

1

-

4198

... More
Item No. 4 Providing ISI marks G.I. pipe & specials of following class and dia. Excluding GST leived by GOI and GOM in all respect etc. complete. 100 mm dia G.I. Pipes Medium class

45

-

785

... More
Item No. 5 Excavation for foundation / Pipe Trenches in earth soil of all types, sand, gravel and soft murum including removing the excavated material upto a distance of 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50.

396.78

-

150

... More
Item No.6 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling,

297.59

-

170

... More
Item No.7 Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling

198.39

-

192

... More
Item No.8 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and

148.8

-

572

... More
Item No.9 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedgeng, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto 50m excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete.

148.8

-

1017

... More
Item No.10 Lowering laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer 100 100 mm dia G.I. Pipes Medium class

75

-

129

... More
Item No.11 Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 100 100 mm dia G.I. Pipes Medium class

0.08

-

13643

... More
Item No.12 Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 4 Kg./Sq.cm. 75 mm dia. PVC 4 Kg/sq/cm

890

-

25

... More
90 mm dia. PVC 4 Kg/sq/cm

202

-

31

... More
Item No.13 Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 75 mm dia. PVC 4 Kg/sq/cm

0.89

-

2481

... More
90 mm dia. PVC 4 Kg/sq/cm

0.2

-

3721

... More
Item No. 14 Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge 80 mm dia CIDF Sluice valve

2

-

1738

... More
65 mm dia CIDF Sluice valve

2

-

1251

... More
50 mm dia CIDF Sluice valve

1

-

833

... More
Item No. 15 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 225 MM X 300 MM (40 KG/ NO)

4

-

3043

... More
Item No. 16 Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 proportion PCC bedding ,excluding excavation ,B.B masonry in C.M 1:5 proportion precast RCC frame and cover etc. complete as directed by Chamber size 90X60 cm

4

-

10624

... More
Item No. 17 Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.

997.62

-

84

... More
Item No. 18 Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below /above ground level. (For ROAD REINSTATING ) As per Rate Analysis

37.5

-

5759.14

... More
Item No. 19 Providing and constructing cattle trough in village for domestic cattles in Rural areas (Rate as per attached Rate Analysis)

1

-

74000

... More
SUB WORK NO. 8 :- SHIFTNG & PROVINDING NEW FUNCTIONAL TAP HOUSE CONNECTION Item No. 1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means, including all labour UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed) Ferrule. Male and Female thread adapter Elbow, Bends couplers Tees, Clamps of suitable material and sundry materialis as per requirment, including providing and fixing medium duty 15.mm brass bib tap, Gl casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement, all types of plumbing fittings, reliling. Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply transportation of material etc complete as directed by Engineer in A) Household Connection without water meter (Comression Saddie+ISI Mark Ferrul) for HDPE & PVC pipe For MOPE/UPVC Pipe Service 15mm house hold connection with road cross

9

-

2382

... More
15mm house hold connection without road cross

25

-

1537

... More
Item No. 2 Shifting & providing & making the functional tap house hold connection 15mm house hold connection with road cross

15

-

2382

... More
15mm house hold connection without road cross

28

-

1537

... More
SUB WORK NO. 9 :- MISCALLANEOUS WORK ( TRIAL RUN , FENCING ,GATE, NAME BOARD , TAP SOLID SUPPORT ETC. Item No. 1 Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc as per requirements of the scheme and who should also administer chemical dose for a period of 1 mouth for individual scheme and for regional scheme, together with training of personnal spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer in-charge. For Single Village without WTP

3

-

26244

... More
Item No. 2 Providing and erecting including fabricating 1.6 Mt.high decorative type chain link fencing with panelling made out of M.S. angle 50 mm x 50 mm x 8 mm for frame work with M.S. flat 40 mm x 5 mm welded for fastening chain link with frame angle and chain link mesh of 10 gauge & having hole size 65 mm x 65 mm panelling supported on post made of M.S. flat 50 mm x 6 mm on either side of pannel including fixing posts in C.C. 1:4:8 block and fastening the chain link, painting the exposed structural steel work with oil paint (M.S.flat post to be 1.05 Mtr. in height above ground level), including constructing BB masonary 23 cm thick 0.50 m. in ht. (0.20 m below G.L. and 0.30 m. above G.L.) including cement plaster in C.M.1:5 and colour washing etc. complete.

60

-

2306

... More
Item No. 3 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.

1

-

31862

... More
Item No. 4 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 up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, on M. S. angle of size 35 x 35 x 3 mm frame with properly cross braced M. S. angles of size 35 mm x 35 mm x 3 mm duly painted including Two M. S. angle iron post of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufaturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the cotractor/supplier

1.08

-

12896

... More
Item No. 5 Providing & Making Solid Support for newly & old constructed house Tap Connection

148

-

900



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