Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date22 Sep 2022
Closing Date11 Oct 2022
Tender Amount₹ 58,02,780
Costs
EMD
₹ 65,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_837640_13Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 30/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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LIFT 4.5 to 6.0 M
9.81
-
1210
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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 dewatering, formwork, compacting and curing etc. complete. PCC M-150 For P.C.C.1:2:4 mix Lift 0 to 5m i) For bedding
1.22
-
6505.96
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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 - 250 For foundation Lift 0 to 5 m
1.53
-
8097.66
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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 - 250 : Vertical Wall Lift 0 to 5 m above GL
6.03
-
9883.56
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Lift 0 to 5 m below GL
10.05
-
9883.56
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Lift 5 to 10 m below GL
2.01
-
9883.56
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Deduct for opening
1.55
-
9883.56
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IN RCC M - 30: Landing 0to 5m
0.36
-
9883.56
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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. Fe 500 At 90 kg/cum Lift 0 to 5 m
1.94
-
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
-
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.
122.74
-
92.4
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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
-
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
-
4085.4
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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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Item No. 17:-Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts. Boulders filling
21.1
-
974
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SUB WORK 2 CONNECTING MAIN (300 mm dia ,DI K-7 PIPE, LENGTH =30m) 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 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
135
-
510.4
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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
90
-
1148.4
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Lift 3.0m to 4.50 m
45
-
1179.2
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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 dewatering, formwork, compacting and curing etc. complete. PCC M150 Lift of 5 To 10.0 M
3.38
-
6506.06
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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.
30
-
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 (IS:8329:2000 latest version} 300 mm dia DI k-7
30
-
3571
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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 300 mm dia DI k-7
30
-
177.1
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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. 300 mm dia
0.03
-
17885
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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 300 mm dia
2
-
5632
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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 300 mm dia
2
-
3729
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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.
265.68
-
92.4
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SUB WORK 3 DEEPING OF SUPPLY WELL- 5.0 M Item No.1: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as requied 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, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Lift 12.0 to 13.5m
0.71
-
1024.1
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For Lift 13.50 to 15.0m
10.6
-
1054.9
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For Lift 15.0 to 16.5m
10.6
-
1085.7
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For Lift 16.5 to 18.0m
10.6
-
1116.5
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For Lift 18.0 to 19.5m
2.83
-
1147.3
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Item No.2: Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 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. For Lift 12.0 to 13.5m
9.62
-
900.9
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Item No.3: Dewatering the excaveted 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. 30 DAYS X 8 HRS X 2 PUMP X 5 HP
2400
-
84.7
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Item No.4: Carrying out recuperatiion / Yield test for asserting the discharge of constructed well / excaveted profile as directed by Engineer-in-charge. The test carried out by drawing down water from the well / profile below normal / subsoil water level up to full depth rise is recoded .The normal water level / subsoil water level in the well / profile as well as strainer / suction level at pump as per design of W S scheme shall be recorded prior to the test including cost of all materials, overloads, labours etc. complete. as directed.
7
-
2383.7
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Item No.5: Provision for removing and re-errectting of Hoisting arrangements and Pumps
1
-
10000
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SUB WORK 4 SLOTTED PIPE GALLERY 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
180
-
510.4
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LIFT 1.5 to 3.0 M RL
144
-
540.1
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LIFT 3.0 to 4.5 M RL
126
-
569.8
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LIFT 4.5 to 6.0 M RL
103.5
-
599.5
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Item No.2 :- Excavation for in general in Hard material comparising 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 6 to7.5 M
90
-
1240.8
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LIFT 7.50 to 9 M
67.5
-
1271.6
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Item No.3 :-Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. a) 450 mm dia RMT 450 MM Dia pipe
30
-
4411
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Item No.3 :- Providing & laying in situ,following grade of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. M-15 Grade as per connecting main rate analysis
6
-
6505.06
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Item No. 4 :- Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge 450 MM Dia pipe
30
-
270.6
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Item No.5 :-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
45
-
1856.8
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sides of pipe
30
-
1856.8
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12mm to 20mm
45
-
2186.8
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sides of pipe
30
-
2186.8
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course sand
22.5
-
1366.2
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sides of pipe
15
-
1366.2
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Item No.6 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete.
512.73
-
92.4
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Item No.7 :- 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
1600
-
84.7
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Sub Work No-5 PUMPING MACHINERY Item No. 1- Providing erecting & giving test of submericble pump sets confirming to IS 8034 & motor confirming IS 9283.Pump shall be suitable for various delivery head & discharge with stainless steel pump shaft & BRONZE impeller.Motor suitable for working o 415 V 10 %,3 ph 50 hz.A.C supply ,cableguard,thrust carbon/fibre bearing to accept entire hydraulic thrust, water proof winding shall be provided.The pump set shall be suitabel for direct coupling.Pump shall be have suitable suction stainer shall aloso be provided 3 core ,single/ double run cooper conductor submercible type flat cable 3 m ,2 pairs of erction clamps Rates per pump 150 MM Dia upto 12 stages (as per design). 3 BHP on Supply Well Head -
2
-
31436
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Item No. 2- Supplying & 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
1
-
1858
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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 SVVG) G.i. earth wire complete erected with glands & lugs,on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CB CB2-3core-4 sqmm PVC cable
60
-
188
... More
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 50 mm dia .G.I. heavy Class.
20
-
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.
20
-
81
... More
Item No. 7- Providing and supplying ISI mark CI D/F reflux valves ( non-return valves ) of following dia including railway freiight, inspection charges, unloading from railway wagon,loading into truck, transportaion upto departmental stores,unloading, stacking excluding GST levied by GOI & GOM inall respect etc. complete. Reflux valves as per I.S.5312 Part (1984 Sluice vavle
1
-
4198
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Non return valve
1
-
3319
... More
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 .
1
-
833
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Non Return valve- 50 mm dia.
1
-
833
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Item No. 9- Providing & erecting 3 pole MCCB upto 1000A, 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/40-4 Pole, 3 Phase.
1
-
4771
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Item No. 10- Supplying & erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished / pinted 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
-
2278
... 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 insulting materials and connected to the meter.
1
-
881
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Item No. 12- Providing and erecting main switch or ISI mark- Amp.
1
-
947
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Item No. 13- Providing and fixing frame work for pannel board near well IsMC 100x50 and ISA 35x35x6 mm etc. complete.
1
-
190
... More
Item No 14- Supplying and erecting PVC pipe ''b" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable.
20
-
10
... More
Item No. 15 Supplying and ercting galvannised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level 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 gears in PVC pipe upto accessible height duty sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duty tested by earth teaster and recording the results
1
-
4238
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Item No. 16- Supply and erection'B'class G.I. Bend in position with necessary material. PW 1-5 50 mm dia D.I. Bend
2
-
178
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PW 2-5 G.I. Tee 50 mm dia
2
-
236
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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 thickto embedded the cable and bricks placed on both sideslength wise and top width wise all over the run and refilling the excavated earth without shine or hard material and making the surface proper with 0.15 m crown on the top
20
-
138
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Item No. 18- Providing and errecting voltmeter A.C. cycles / sec. With 0 to 500V. Range flush type errected on provided M.S. 60 and errected with necessary PVC wire Voltmeter 144 x 144 Sq. mm.
1
-
537
... More
Item No 19- Providing and errecting ammeter A.C. 50 0/50 450 v. or suitable range flush type complete errected in provided MS box connected to supply Ammeter 96 x 966 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 MS. Box with pannel type fuses and connected with PVC
1
-
597
... 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 framei) 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
1
-
81
... More
Item No.23- Operating of pumping mavhinary through mobile network System
1
-
12000
... More
SUB WORK 6 CONSTRUCTION OF R.C.C. E.S.R.'s CAPACITY 10000 LITS 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. Capacity 10000 litres, St. Ht.12 m.
1
-
442382
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Item No. 2: Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe 100 mm dia inlet pipe
20
-
1813
... More
100 mm dia outlet pipe
15
-
1813
... More
100 mm dia Washout pipe
15
-
1813
... More
100 mm dia overflow pipe
20
-
1813
... More
Item No. 3: Providing double flange sluice valve confirming for IS- 2906/14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking 100 mm dia PN 1
4
-
6835
... More
Item No. 4: Providing and supplying ISI standard DI. 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, loading and unloading including GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 80 to 300 mm dia
100
-
111
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SUB WORK 7 DISTRIBUTION SYSTEM of 75 mm 90 mmLength is 1386 m 247 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. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
457.24
-
165
... More
Item No. 2: 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 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
457.24
-
211.2
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Item No. 3: Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
228.62
-
629.2
... More
Item No. 4: Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
135.14
-
1118.7
... More
Item No. 5: 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores 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). for 75 mm dia PVC 4 kg per sqcm
1386
-
142
... More
for 90 mm dia PVC 4 kg per sqcm
247
-
197
... 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,as perIS code,etc. complete (with cement solvent joint / ring fit joint). for 75 mm dia PVC 4 kg per sqcm
1386
-
27.5
... More
for 90 mm dia PVC 4 kg per sqcm
247
-
34.1
... More
Item No. 7: Providing PVC specials @10% cost of pipe
1
-
24547.1
... More
Item No. 8: 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 PN-1 65 mm dia
3
-
4966
... More
80 mm dia
2
-
5132
... More
Item No. 9: Lowering, laying and jointing in position following C.I. D/F Reflux 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 PN-1.6 65 mm dia
3
-
1376.1
... More
80 mm dia
2
-
1911.8
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Item No. 10: Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Note:- Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M) Size : 0.90 x 0.45 x 1.20 m.
5
-
10034.9
... More
Item No. 11: 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. Total Pipe Volume to be deducted
584.68
-
92.4
... More
Item No. 12: Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete.
135.14
-
6505.96
... 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. for 75 mm dia PVC 4 kg per sqcm
1.39
-
2729.1
... More
for 90 mm dia PVC 4 kg per sqcm
0.25
-
4093.1
... More
SUB WORK 8 MISCELLEOUS WORK Item No. 1: Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete Deduct For MS Gate(3m x 1.6m ) Total
57
-
2306
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Item No. 2: Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt
1
-
31862
... More
Item No. 3: 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 out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
9284
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Item No. 4: 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 month for individual scheme and 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.
3
-
26244
... More
Item No. 5: Providing & making solid support for FHTC ( Functional Household Tap Connection ) withc.c stand in c.c 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20m + depth below gl 0.10 x 0.20 deep wailing with 110 mm dia x 0.65m+deep stand in c.c 1:3:6 as per drawing including centering, curring, finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge.
107
-
900
... More
SUB WORK 9 ESTIMATE FOR CONSRTUCTION OF RCC CATTLE TROUGH QTY FOR 2 NOS 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Excavation for cattle trough
26.25
-
165
... More
Excavation for connecting pipe
18
-
165
... More
ITEM NO :2 Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. (Bd-A-12/264)
15.75
-
1158
... More
ITEM NO : 3 Filling in plinth and floors / trenches with contractor's murum for bedding in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-11/263)
5.25
-
911.9
... More
ITEM NO:4 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum) PCC M-150
5.25
-
6505.96
... More
ITEM NO :5 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, 'plywood form work,bully/steel propups propups, compaction, finishing 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)
6.7
-
7496.86
... More
ITEM NO. 6 Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 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) In RCC M-150 Long Wall for cattle trough
0.83
-
8914.06
... More
Long Wall
0.45
-
8914.06
... More
Cross Wall
0.28
-
8914.06
... More
Guard Ward to cattle trough platform
0.1
-
8914.06
... More
Cross Guard Wall
0.19
-
8914.06
... More
Back Guard Wall
0.12
-
8914.06
... More
ITEM NO.7 Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, 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 wire). (Bd-F- 17/306) b) To r Steel b) To r Steel
0.69
-
84527
... More
ITEM NO:8 Providing and Supplying Blue MDPE pipes conforming to ISO 4427:1996 manufactured from virgin resin PE 80 Food grade compounded Raw Material having Blue Colour only with quality 3assurance certificate from quality agencies like WRC / CIPET (India) / DVGM / KIWA / SPGN etc. for usage in Drinking Water system. The cost shall include testing of all materials, Inspection charges, transportation up to store, transit insurance, loading, as specified and directed, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete as specified and directed. 32mm dia MDPE Pipe for water supply to cattle trough
80
-
56
... More
ITEM NO.9 Providing, lowering, laying MDPE specials Including tap connection etc. complete as directed. Specials required for making connctions and fittings including tap, drainage arrangement
2
-
3500
... More
SUB WORK 10 -FHTC 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 Charge.A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main(As per Rate Analysis) No of households connections provided A) (With Road Crossing) For 15 mm Service connection
25
-
2382
... More
B) (Without Road Crossing) For 15 mm Service connection
24
-
1537
... More
Item No. 2: Shifting of existing household tap connection to newly laid distribution main including necessary excavations, saddle and required pipes of 15 mm dia. MDPE class etc. compete No of households connections provided A) (With Road Crossing) For 15 mm Service connection
29
-
2382
... More
B) (Without Road Crossing) For 15 mm Service connection
29
-
1537
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