Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Eprocure
Opening Date12 May 2022
Closing Date3 Jun 2022
Tender Amount₹ 94,64,107 
Notes
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Costs

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BOQ Items

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DO_NOT_SHOW

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LIFT 15 to 16.5 M

35.62

-

1296

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LIFT 16.5 to 18 M

35.62

-

1324

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LIFT 18 to 19.5 M

35.62

-

1352

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LIFT 19.5 to 21 M

35.62

-

1380

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Item No.3 :- 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. (Bd-A

480

-

77

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Item No.4 :- 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 formwork, 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 finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only). Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. (Excluding M.S. or Tor reinforcement). For RCC M-300 grade slabs / landings / vertical walls / waist slabs / steps for staircase. RCC M 200 FOR WALL Lift 5 to 10.0 m Above GL, Steining wall

5.84

-

10203.51

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Item No. 5: - Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). @ 80 kg/cum of concrete. Lift 5.0 to 10.00 m

0.47

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88753.35

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Item No.6 :- Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete

901.17

-

71.29

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Item No.7:- Providing, constructing Horizantal Bore as per GSDA certificate and as per of Engineer in charge, till the completion of work as directed by the Engineer in charge.

160

-

484

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SUB WORK NO.2 :-Intake Well (3m Dia & 5m Depth and Inspection Well) 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 Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricating, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. Lift 0 to 1.50 M

57.7

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304

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Lift 1.50 to 3.00 M

42.39

-

331

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Item No.2 :- Excavation for in general in Hard material comprising of soft rock, hard rock manjra rock in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 3.0 to 4.5 M

29.44

-

763

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LIFT 4.5 to 6.0 M

6.28

-

791

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Item No.3:-Providing and laying in situ plain cement concrete of trap/granite /quartzite/ gneiss metal for foundation and bedding including normal dewater ing, formwork, comp acting and curing etc. complete.PCC M-150 For P.C.C.1:2:4 mix Lift 0 to 5m i) For bedding

1.22

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6570.83

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Item No. 4:- Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) Excluding M.S. or Tor reinforcement IN RCC M - 30 For foundation Lift 0 to 5 m

1.53

-

8338.91

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Item No.5:-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, centering, plywood formwork,bully/steel prop-ups, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc.complete. (By weigh batching and mix design for M-250 and M-300 only. Use to L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. IN RCC M - 30: Vertical Wall ' Lift 0 to 5 m above GL

7.65

-

10965.01

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Lift 0 to 5 m below GL

11.61

-

10965.01

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IN RCC M - 30: Roof Slab ' Lift 0 to 5 m above GL 'Deduct for opening

1.61

-

10965.01

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IN RCC M - 30: Landing 0to 5m

0.36

-

10965.01

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Item No.6:-Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundation, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.(Including cost of binding wires.) Fe 500 At 90 kg/cum Lift 0 to 5 m

2.05

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84527

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Item No 7 :- Providing and fixing in position CI type dapuri steps of 22 mm diameter MS bar steps with propor anchorage etc. and providing and applying 3 coats of anti-corrosive paints etc. complete as directed by Engineer-in-charge.

10

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387

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Item No 8 :-Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Quantity of excavation

88.3

-

84

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'Item No.9 :-Dewatering the excaveted trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery,labour,fuel) etc.complete.

1

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81798

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Item No.10 :- Providing and fixing in position steel fibre reinforced concrete (S.F.R.C.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer in charge (20 tonnes capacity) '90 x 60 cm SFRC frame & cover

1

-

3290

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Item No 11 :- Providing and fixing in position C.I. /M.S. rose pieces in intake wells including cost of all materials and labour, painting with three coats of anti-corrosive oil paint, etc.complete as directed by Engineer-in-charge.

750

-

100

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Item No 12 :-Providing Double flanged sluice valve conforming for I.S.14846 including warm gear arrangment as per test pressure,stainless steel spindle,caps including inspection charges transportationupto deptt store ,unloding stacking GST le ied by GOI % GOM in all respect etc complete.'200 mm dia PN -1

1

-

18581

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Item No. 13 :- Providing and fixing M.S. sluice gates in position as per detailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive oil paint, etc. complete as directed by Engineer-in-charge.'1no*1m*1m*10mm thick @7850Kg\Cum 'a)Add for connecting rod and pedestal for sluice gate = 200 kg 'b) Add for connecting rod and pedestal for operation of Sluice valve = 200Kg

557

-

119

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Item No. 14 'Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts & gi ing satisfoctory hydraulic testing etc. complete. (Rate for all class of valves.) 500 mm dia

1

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3714

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Item No. 15 Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semi-pervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer in charge, till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer in charge. Coffer dam for Head works of Inteake well, connecting main. Total length = 30m, Size of coffer dam

431

-

682

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Item No. 16:- Providing,hoisting & fixing in position in erted 'J' type 100 mm dia C.I. cowl type entilators with mosquito proof aluminium mesh at top including applying 2 coats of anticorrosi e paint etc complete as directed by Engineer in charge weighting not less than 35 kg.

1

-

2399.04

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SUB WORK NO.3 :-Connecting Main (200 mm dia ,DI K-7 pipe, Length = 20m) Item No Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on river or dam sub mergence Lift 0 to 1.5 m

90

-

304

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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, 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 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 1.5m to 3.0 m

60

-

735

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Lift 3.0m to 4.50 m

30

-

763

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Item No.3 Lift of 5 To 10.0 M

2.25

-

7437.76

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Item No.4 Dewatering the exa ated trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinery,labour,fuel) etc.complete.

20

-

5100

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Item No.5 Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respet including Third party inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into truck, Transportion to departmental store unloading, stacking, etc.completed, as directed by engineer-in- charge.(IS-8329:2000 latest version for pipes and IS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for Rubber Gasket 200 mm dia DI k-7

20

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2236

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'Item No.6 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour, etc. complete. . Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820 200 mm dia DI k-7

20

-

113

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Item No.7 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 conrractor. 200 mm dia

0.02

-

12647

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Item No.8 Supply of C.I. mechanical compression flanged / socket tailpiece (popularly known as I TM flanged/ Socket Tail-piece) suitable for making flanged connection with a plain barrel of C.I. spun pipes ( as per IS -1536/2001 ) and D.I. Pipes (as per I.S. 8329/2000) The tail piece to be supplied complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 .The rate are inclusive of cost of material ,frieght charges,loading ,transportation & unloading at deptt. store, excluding GST levied by GOI & MOI in all respect, etccomplete as directed '200 mm dia

2

-

3335

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Item No.9 Supply of C.I. mechanical compression Coller coupling suitable for f C.I. spun pipes ( as per IS -1536/2001 ) and DI complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 200 mm dia

2

-

1818

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Item No.10 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

177.12

-

84

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SUBWORK NO 4 :- Trench Gallary (Length= 20 M) Item No.1 : Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 Km as as directed by engineer in charge. LIFT 0.0 to 1.5 M RL

90

-

464

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LIFT 1.5 to 3.0 M RL

75

-

491

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LIFT 3.0 to 4.5 M RL

45

-

518

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Item No.2 :- Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge 40mm

22.5

-

1688

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12mm to 20mm

22.5

-

1988

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course sand

15

-

1242

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Item No.3 :- 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. (Bd-A

1200

-

77

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SUBWORK NO 5 :- Solar Pumping Machinary (10BHP) Item No.1: Supplying, installing, testing and commissioning of solar water pump of 10 HP capacity, AC surface type, 432000 LPD/ 2160000 LPD, total head of 10m/20m, comprising of 4800Wp/ 4800Wp PV array respectively / submersible type (with controller) of 91200LPD/ 62400LPD/ 40800LPD total head of 50m/70m/100m, comprising of 4800Wp/ 4800Wp/ 4800Wp PV array respectively mounted on GI structure with necessary hardware and suitable inverter with 5 years on site performance warrantee. Specification no. ESD-SWPS 10.00 hp solar pump

1

-

619048

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Item No.2: Supplying and erecting G.I.pipe ‘‘Medium’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material Drop Pipe- 50 mm dia. G.I. ‘‘Medium’ class

28

-

402

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Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports. 50 mm dia. C.I.D.F. Sluice valve (PN-1.0)

2

-

4405

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Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports. 50 mm dia. C.I.D.F. Reflux valve (PN-1.0)

2

-

3319

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Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 50 mm dia. C.I.D.F. Reflux valve/ Sluice valve (PN-1.0)

4

-

833

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Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. 50 mm dia. G.I. Bend ‘B’ class

4

-

178

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Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. 50 mm dia. G.I. coupling ‘B’ class

10

-

130

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Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing. as per market rate 50 mm dia. G.I. Flange ‘B’ class

10

-

132

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Item No.9: Supplying, erecting & terminating XLPE armoured cable 3 core 2.5 sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. 3 core, 2.5 Sqmm

75

-

163

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Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:2:4 (M-150) grade

0.54

-

7265.08

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Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete.

1

-

2000

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sub work no.6:- Pumping Machinery (1 set for Supply well Submersible Pumps 10BHP Q27291 H-47M) Item No.1 Providing erecting and giving test of Submersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below.Submesible pump set 150 mm dia ( with Bronze? Stainless steel (CF8M) upto 8 stages 10 B.H.P.min head -47 M Q 27291 Lit/hr For Supply Well

1

-

47026

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Item No. 2 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser.I.G.-4 with contractor rating 16 amp.

2

-

3074

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Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. mm. copper conductor continuous 5.48 sq. mm. (12 SWG)G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no.CB-LT/CU CB 1-3 core - 4 sq mm PVC cable

50

-

188

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Item No. 4 Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers.M.S. Clamp.

4

-

375

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Item No. 5 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 50 mm dia. G.I. Heavy Class. For Supply well

50

-

392

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Item No. 6 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-in-charge 50 mm dia. G.I. Heavy Class. For Supply well

50

-

81

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Item No. 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984 Sluice valve 50 mm dia.

2

-

4198

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Non Return valve - 50 mm dia.

2

-

3319

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Item No. 8 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) Sluice valve 50 mm dia.

2

-

833

... More
Non Return valve - 50 mm dia.

2

-

833

... More
Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB 32 A/40-4Pole, 3 Phase.

2

-

4507

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Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate)

2

-

2083

... More
Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer

1

-

834

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Item No. 12 Providing and erecting main switch or ISI mark - Amp.

1

-

947

... More
Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board

1

-

190

... More
Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable.

50

-

10

... More
Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate.

1

-

4322.85

... More
Item no 16 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend

4

-

178

... More
PW 2-5 G.I. Tee 50 mm dia.

2

-

236

... More
Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. pressure gauge 100 mm dia.

40

-

138

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Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected with necesssary PVC wire Voltmeter 144 x 144 Sq. mm.

1

-

537

... More
Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm.

1

-

662

... More
Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire.

1

-

564

... More
Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame. I)Incoming ICTPN-32 Amp/

1

-

1493.1

... More
ii)out going ICTP-16 Amp.

1

-

1156.05

... More
iii)For lighting ICDP-16 Amp.

1

-

558.6

... More
Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete

2

-

81

... More
Item No. 23 Operation of pumping machinary through mobile network system

1

-

12000

... More
SUB WORK NO.7:-Rising Main (110 MM Dia L -2000 M) Item No. 1. Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. 'preparing the bed for the foundation and excluding back filling complete. 'Total length = 1820M out of 1820 M length 590M length is in village primices that is through in cement road

427

-

150

... More
Item No. 2. 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.

382.2

-

170

... More
Item No. 3. 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.

340.9

-

192

... More
Item No. 4. Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.

123.9

-

1017

... More
Item No. 5. 'Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version of IS 4984: 2016, 14151 ; 12786; 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, excluding coupler / specials, including transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GOI & GOM in all respect etc. complete. '140 mmHDPE 6 kg/sqcm PE - 100

1820

-

610

... More
'Item No. 6 Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II. '140 mmHDPE 6 kg/sqcm PE - 100

1820

-

107

... More
Item No. 7. 'Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.'One coupler shall be provided with each full length of pipe cost of which is included in rates below. '150 mm GI Pipe Medium For crossing

50

-

1257

... More
Item No. 8. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 MM Scour Valve

2

-

5132

... More
Item No. 9. Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm Double ball flanged TYPE PN 1

3

-

5850

... More
Item No.10. Hydraulic testing of H. D. P. E./ M. D. P. E. 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. '140 mmHDPE 6 kg/sqcm PE - 100

1.82

-

12403

... More
Item No. 11. 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-in-charge.'One coupler shall be provided with each full length of pipe cost of which is included in rates below. '150 mm GI Pipe Medium For crossing

50

-

144

... More
'Item No. 12. Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)80 mm scour valve

2

-

1738

... More
Item No.13. Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).50 mm Double ball flanged TYPE PN 1

3

-

333

... More
Item No. 14. Providing and fixing position air valve shaft including providing and fixing G.I. Medium Class or 6 mm thick M.S. pipe shaft 2.70 M. long over branch flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air vlave tee including encasing 'of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge . Upto 150

3

-

5578

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

1246

-

84

... More
Item No. 16. Proiding & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100 virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete. 10% of cost Pipe

1

-

111020

... More
Item No. 16. Providing and constructing B.B.masonary valve chamber with 15 cm 1;3;6proportion PCC bedding excluding excavation Bb masonary in CM 1;5 PROPORTION PRECAST rcc frame and cover etc complete as directed by engr in charge size .60x.45x1.20 m for scour valve

2

-

6595

... More
Item No. 18. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.PCC M-150

70.8

-

6570.83

... More
SUB WORK NO.8 :-Construction of RCC ESR (Capacity 25000LIT, 12M St. Ht) 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 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. 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 meters, 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 design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. ESR 25,000 liters 12 M staging Ht

1

-

1024238.25

... More
Item No :- 2 Transportation of following material to site of work including loading, unloading, stacking etc. complete. Metal

25.54

-

848.26

13.52

-

399.73

... More
Item No :- 3 Providing and supplying ISI standard welded DI double flanged pipe including all taxes (central & local) railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) 100 mm dia DI D/F pipe for out let ,Over Flow & Washout ,Bye Pass Arrangment

30

-

2341

... More
150 mm dia DI D/F pipe for Inlet & Over flow

42

-

3179

... More
Item No :- 4 Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete. 100 mm dia PN 1. For ,Wash Out,Out let

2

-

6835

... More
150 mm dia for Byepass

1

-

10251

... More
Item No :- 5 Providing and supplying ISI standared c. I.Flanged specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST le vied by GOI & GOM in all respect, complete as per IS-9523. 80 to 300 mm dia.

300

-

73

... More
Item N0 :-6 Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete.

37.5

-

697

... More
Item No.:- 7 Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, 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
SUB WORK NO.9:-Distribution System 110 to 75 PVC 4 Kg/Cm2 L =1804 M Item No. 1. Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Cement Road

252.56

-

1017

... More
Item No. 2. Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft 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.

631.4

-

170

... More
Item No. 3. Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road 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.

378.84

-

192

... More
Item No. 4. 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. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 110 mm PVC 4 kg/sqcm

340

-

269

... More
90 mm PVC 4 kg/sqcm

239

-

197

... More
75 mm PVC 4 kg/sqcm

1225

-

142

... More
Item No. 5 Providing PVC specails complete 10% of cost pipe

1

-

31249.3

... More
Item No. 6. 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).110 mm PVC 4 kg/sqcm

340

-

35

... More
90 mm PVC 4 kg/sqcm

239

-

31

... More
75 mm PVC 4 kg/sqcm

1225

-

25

... More
Item No. 7. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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 PVC 4 kg/sqcm

0.34

-

3721

... More
90 mm PVC 4 kg/sqcm

0.24

-

3721

... More
75 mm PVC 4 kg/sqcm

1.23

-

2481

... More
Item No. 8. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 100 mm dia PN 1.

2

-

6835

... More
80 mm dia PN 1.

5

-

5132

... More
Item No. 9. Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 100 mm dia PN 1.

2

-

2272

... More
80 mm dia PN 1.

4

-

1738

... More
Item No.10. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium

30

-

1257

... More
Item No.11. 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-in-charge. One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium For Incasing on Nallah and road

30

-

144

... More
Item No.12. 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.100 mm x 225 mm (20 kg)

7

-

1544

... More
Item No. 13. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.

1140.64

-

84

... More
Item No. 14 Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.In PCC M-150

112

-

6570.83

... More
Item No. 15. Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer

1

-

112243

... More
SUB WORK NO.10 TRIAL RUN OF SCHEME :-Item No 1:- Commisioning running and maintaining the scheme to quantites, 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 month for individual scheme and 3 months for regional scheme, together with training of personnel 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. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment. For single village with WTP Three Months

1

-

26244

... More
Item No 2:- Providing and fixing board displaying information, such as"Name of work, Tendercost, Name of Contractor, Work completion and liability period etc",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5mm skinthickness on either side bonded with white retro reflective sheeting of Class C(Type XI Microprismatic grade sheeting) 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 size35x35x3mm frame with properly crossbraced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm, 3.65 ml ong painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin1:4:8 concrete block of size60cmx60cmx75cm including, excavation, refilling, transportation, and labour etc complete.Class_C_(Type XI Microprismatic gradesheeting) shall have10 year swritten warranty from the manufacturer including the Digitally Printe dareas with Latexprinting technology with sheeting manufacturer approve dink sandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier.2.0 x 1.5 = 3.0 Sq

3

-

14933

... More
SUB WORK NO.11:-TAP 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 materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI 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, refilling , 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 Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution mai A) With Road Crossing

100

-

2382

... More
B) Without Road Crossing

144

-

1537

... More
C)Rate analysis for solid support

244

-

955



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