Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date29 Dec 2022
Closing Date3 Jan 2023
Tender Amount₹ 2,85,66,041
Costs
EMD
₹ 2,86,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_863496_10Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 88/2022-23Tender 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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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 7.5 to 9 m
56.52
-
744
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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. 20 DAYS X 8 HRS X 2 PUMP X 5 HP
1600
-
77
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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
-
2167
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Item No.5 Provision for removing and re-errectting of Hoisting arrangements and Pumps
2
-
5000
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Item No.6 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 PCC For Beam Well in Well For Beam Lift 15.0 -20.0 M
0.75
-
8049.66
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Item No.7 Providing and casting in situ C.C. M-25 of trap/ grante / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing & design Or as directed by Engineer-in-charge including normal dewatering centring, plywood formwork, bully./steel prop-ups, compaction, finishing the fromed surface with cement mortor (1:3) of sufficient minimum thickness to give a smooth & even surface where necessary or roughening of special finish is to be provided and curing etc complete .For Beam Lift 15.0 -20 M
1.5
-
10117.26
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Item No.8 :- 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). Lift 15.0 TO 20.0M For RCC M-250 grade vertical walls BELOW G.L LIFT 10.0 TO 15.0 M
11.61
-
12496.86
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Item No.9 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). Lift 9.0 - 16.5.0 M For RCC M-250 grade vertical walls @ 80 kg/cum of concrete.(Tor Steel) LIFT 10.0 TO 15.0 MLIFT 10.0 TO 15.0 M
0.93
-
106926.6
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Item No.5 Removing & Errecting Rolled steel Joist (Girder) pole 150 x 80 mm /150 x75 mm (14.9 kg /m) with provided baseplate. Removing & Re-errecting of ExistnigGirder on Supply Well
13
-
961
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Item No.6 Removing & Re-Errecting of Submersible Solar pump With Drop Pipe During Blasting /Excavation of Supply Well…Etc Removing, Disassembling, Assembling &Rerection of Girder, Pumps & Valves 200% Submersible Pumpset
2
-
3890
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Item No. 7 :- Drilling of 150 mm Dia Horizontal Bore
160
-
371.36
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Item No. 8 :- Providing and filling around the well boulders filling of selected variety and size of boulders including and sand filling cost of all materials, labour, transportation, etc. complete with all leads and lifts For Lift 10.5 to 12.0 m For Lift 12.0 to 13.5 m
24.44
-
974
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For Lift 13.5 to 15.0 m
16.3
-
1420
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SUB WORK 2:- Construction of Infilteration well 4.0 m dia and 6.0 m deep 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
85.07
-
464
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Lift 1.50 to 3.00 M
66.23
-
491
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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
49.46
-
1072
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LIFT 4.5 to 6.0 M
38.15
-
1100
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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
1.19
-
6708.05
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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 - 25 For foundation Lift 0 to 5 m
2.37
-
8431.05
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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 - 25: Vertical Wall Lift 0 to 5 m above GL Lift 0 to 5 m below GL
3.96
-
10414.05
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Lift 5 to 10 m below GL
13.19
-
10414.05
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IN RCC M - 25: Roof Slab
2.64
-
11455.45
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Lift 0 to 5 m above GL
2.72
-
10414.05
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Deduct for opening IN RCC M - 25: Landing 0to 5m
0.36
-
10414.05
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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.V(Including cost of binding wires.) Fe 500 At 90 kg/cum Lift 0 to 5 m
2.02
-
97206
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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. Quantity of excavation Deduct volume of well Deduct volume of foundation concrete Deduct volume of PCC
36.16
-
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
-
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.
375
-
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
-
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 = 45 m, Size of coffer dam Top width = 2m Bottom width = 4.5 m Depth = 2.5m with slope 1:1.5
365.62
-
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 Lift 4.50 - 3.00 m. Boulders filling 70% Boulders filling 30%
48.9
-
974
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Lift 6.00 - 4.50 m
20.96
-
1420
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SUB WORK 3 Connecting main (300 mm dia ,DI K-7 pipe, Length =30 m) 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
180
-
464
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Lift 1.5m to 3.0 m
135
-
492
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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 3.0m to 4.50 m
75
-
1072
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Lift 4.50 m to 5.0 m
60
-
1100
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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
-
6708.05
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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
-
5000
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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
-
161
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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.exc qty Qty of PCC volume of pipe
445.68
-
84
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Sub Work No-4 REPAIRING OF EXISTING PUMP HOUSE ON JACKWELL ITEM NO. 1 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.
161.72
-
52
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ITEM NO. 2 :- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete.
161.72
-
289
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ITEM NO. 3 :- Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete
161.72
-
48
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ITEM NO. 4 :- Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete
45
-
8
... More
Item No. 5 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
4.67
-
1451
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Item No.6: Providing and fixing MS ladder .50 wide consi..75 x 10 mm MS flat as stringer and 16 mm dia MS bars in double rows as steps place at 25 Mc/c including cost of material labour welding anchoring and applying three coats of anticorrossive paint etc. complete
3
-
1493
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Item No.7 :- 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-250 grade slabs Lift 0.0 to 5.0m above Below GL
4.67
-
10414.05
... More
Item No. 8 : - 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). Lift 0.00 to 5 m ABL & GBL
0.37
-
97206
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Sub Work No :-5 Estimate for RAW Water Pumping Machinery 10 BHP, Q-30893, H-35.19 - (Ex. Supply well to WTP) and (Ex. Jack well to WTP) 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 150 mm dia (with bronze / stainless steel (CF8M ) Impeller ) up to 8 stages . 10 BHP, Q-30893, H-39
4
-
51447
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Item No. 2 Supplying, erecting & terminating FR XLPE insulated, galvanised steel
formed wire armoured (strip) cable 1100 V, 3 core 6 sq. mm. aluminium
conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in
provided trench/ pipe as per specification no. CB-LT/AL CB 1-3 core - 6 sq mm PVC cable
120
-
137
... More
Item No. 3 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.
16
-
375
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Item No. 4 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. 100 mm dia. G.I. Heavy Class.
200
-
1163
... More
Item No. 5 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 100 mm dia. G.I. Heavy Class.
200
-
142
... More
Item No. 6 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 100 mm dia.
4
-
17256
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Non Return valve - 100 mm dia.
4
-
5713
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Item No. 7 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.) CSluice valve 100 mm dia.
4
-
2272
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Non Return valve - 100 mm dia.
4
-
2272
... More
Item No. 8 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.
2
-
4714
... More
Item no 9 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 100mm dia G.I. Bend
8
-
888
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PW 2-5 G.I. Tee 100 mm dia.
8
-
1145
... More
Item No. 10 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. Trench………..
60
-
138
... More
Item No. 11 Operation of Pumping Machinary through mobile network system
2
-
12000
... More
Item No. 15 Supplying and erecting, Flat flexible submersible
cable with, Copper Conductor, PVC insulated, and
PVC sheathed.3 core 4 sq mm
180
-
192
... More
Item No. 16 Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 3 Tonne Capacity
2
-
30219
... More
Item No. 17 Providing, erecting Travelling Trolley of capacity as
below with 6 m lift, tested to 50% over load 3 Tonne Capacity
2
-
20278
... More
Item No. 18LT PANEL AS PER RATE ANALYSIS
2
-
100294.4
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Sub Work No 6 :- Estimate for PURE Water Pumping Machinery 5 BHP, Q-15477, H-29.71 (Ex. Sump well WTP TO MBR) and (Pro. Sump well WTP TO MBR) 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 150 mm dia (with bronze / stainless steel (CF8M ) Impeller ) up to 8 stages . 5 BHP, Q-15477, H-29.71
4
-
23718
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Item No. 2 Supplying, erecting & terminating FR XLPE insulated, galvanised steel
formed wire armoured (strip) cable 1100 V, 3 core 6 sq. mm. aluminium
conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in
provided trench/ pipe as per specification no. CB-LT/AL CB 1-3 core - 6 sq mm PVC cable
120
-
137
... More
Item No. 3 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.
16
-
375
... More
Item No. 4 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. 80 mm dia. G.I. Heavy Class.
80
-
805
... More
Item No. 5Lowering, 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-charge80 mm dia. G.I. Heavy Class.
80
-
138
... More
Item No. 6 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 80 mm dia.
4
-
13928
... More
Non Return valve - 80 mm dia.
4
-
4092
... More
Item No. 7 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 80 mm dia.
4
-
1738
... More
Non Return valve - 80 mm dia.
4
-
1738
... More
Item No. 8 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.
2
-
4714
... More
Item no 10Supplying and erecting 'B' class G.I. Bend in position with necessary material.PW1-5 75mm dia G.I. Bend
8
-
455
... More
PW 2-5 G.I. Tee 75 mm dia.
8
-
703
... More
Item No. 11 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. Trench………..
60
-
138
... More
Item No. 12Operation of Pumping Machinary through mobile network system
2
-
12000
... More
Item No. 15 Supplying and erecting, Flat flexible submersible
cable with, Copper Conductor, PVC insulated, and
PVC sheathed.3 core 2.5 sq mm
180
-
139
... More
Item No. 16 Providing, erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark. 3 Tonne Capacity
2
-
30219
... More
Item No. 17 Providing, erecting Travelling Trolley of capacity as
below with 6 m lift, tested to 50% over load 3 Tonne Capacity
2
-
20278
... More
Item No. 18 LT PANEL AS PER RATE ANALYSIS
2
-
100294.4
... More
Sub Work No :- 7 Package Water Treatment Plant = 0.5 MLD ITEM NO.1 Designing (aesthetically), providing, fabricating Package Water Treatment Plant at the shop, transporting to site, installing, testing and commissioning at the site, giving necessary one month's free test and trail run with guarantee for one year, etc. complete. Prefabricated Package Water Treatment Plant comprising following : Rapid mixing channel in M.S. sheets and M.S. baffle. Flocculator not less than 10 minutes detention, in M.S. prefabricated box, flocculation being achieved either by glass pebbles of graded size or PVC tetrapod or equivalent arrangement to ensure good floc formation. Plate or tube settlers of not less than 30 minutes detention in M.S. prefabricated box, the plates / tubes mounted in the settler basin with inclination of not less than 60 degree to horizontal. Rapid sand gravity filter in M.S. prefabricated box with filter sand not less than 500 mm thick, supported on false floor below with polypropylene nozzles spaced at not more than 500 mm centres in either direction. Backwashing, inlet & outlet facilities shall be provided Air blowers - Air Blowers are not required for WTP having capacity less than and equal to 3 MLD, for WTP having capacity more than 3 MLD air blowers capacity of delevering 600 LPM per sqm of free air of filter area 0.4 kg/sqcm at underdrain (100% standby) Wash water tank capacity equal to 2 % of designed quantity of filer water in a day + 10 % wash water pump with 100 % standby (Minimum 3 HP with all accessories) Backwash with water not less than 0.6 cum/sqm of filter bed area in filter box. Piping of outlet upto sump Laboratory equipments External & Internal electrification TCL solution tank with mixing, carrying and dosing arrangement with piping. Gravity feed gas chlorinator with 100% standby Four alum storage unit Drainage arrangement Providing room with RCC roof for office and Lab space with necessary water supply & drainage arrangement & internal roads RCC sump of one hour cap.and pump house on it. Internal Road Wire fencing with gate for WTP premises. All civil works for foundation, consisting of raised RCC platform above G.L. or walls in B.B. masonry or UCR masonry shall be provided as per needs at siteBypass in the form of pipes or M.S. channels included in the design, effecting bypass of such new tank and filter individually or both. (Limit upto 5.0 M. from W.T.P. face) The entire M.S. fabricated tank provided with FRP lining (5 mm thick) to inside face in contact with water epoxy painting- two coats with one coat of primer on outside. The thickness of plates employed shall not be less than 6 mm Alum dosing and mixing arrangements to be provided in twin tanks, each of 8 hours capacity, capable of importing does of 20 ppm with 5% solution. The alum tanks provided with a dose in steps of 5 ppm and entire unit mounted on the top of flocculator / settler box, in the form of prefabricated structure, with access platform and ladder. Alum boxes with FRP lining (5 mm thick) inside and epoxy paint two coats with one coat of primer on outside. Both flocculator and settling basins provided with hopper bottom with slope not less than 45 degrees to the horizontal drain pipes and valves provided to both flocculator and settling basin. Flow ratings to conform following parameters : Velocities in channels not to exceed 0.6 M./Second. Velocities in filter outlet pipes and valves not to exceed 1 M./Second. Velocities in interconnecting pipe and controls not to exceed 1M./Second. Backwash with air : Not required Backwash with water : Not less than 0.6 M./ Sqm. of filter bed area in filter box. Free board for all units not less than 300 mm Rates as above include all taxes, octroi and duties which would be specific to the site locations. Package Water Treatment Plant 42 Cum/Hr. (1.0 MLD) Note : Depending upon the capacity required for the scheme, one of the above capacities should be chosen. Capacity of WTP 0.5 MLD Cost of 0.5 MLD treatment plant
1
-
5853000
... 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 distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparin For Drainage
138.6
-
164.7
... More
ITEM NO.3 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.450 mm RCC PIPE
90
-
1029
... More
ITEM NO.4 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. As above of 1.2 x 1.2 M internal size and
depth upto 1.2 M with precast R.C.C slab
cover
4
-
16283
... More
ITEM NO.5 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to sit
90
-
345.4
... More
ITEM NO.6 Refilling the trenches with available excavated stuff with soft material first overpipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete Net volume of refilling.
124.29
-
92.1
... More
Sub Work No-8:- RISING MAIN 150MM DIAMETER DI K-9. Length=50m Item of Work Item No. 1 Excavation for 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.
14
-
150
... More
Item No. 2 Excavation for 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
14
-
192
... More
Item No. 3 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.
7
-
572
... More
Item No. 4 Excavation for 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.
21
-
1017
... More
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 respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck,Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. 150MM DI K-9
50
-
1919
... More
Item No. 6 Lowering laying and jointing with SBR ruber gaskets DI. S/S pipes of various classes with DI / 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 150MM DI K-9.
50
-
103
... More
Item No. 7 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., 150 mm dia. Score valve. PN-1.6
2
-
11933
... More
Item No. 8 Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm
3
-
9064
... More
Item No. 9 Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost of conveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve) 40 mm dia. Kinetic Air valve.
3
-
257
... More
Item No. 10 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. Re flux valves as per I.S.5312 Part I (1984)150 mm dia. Sluice valve P.N. -1.6
1
-
7348
... More
Item No. 11 Lowering, laying and jointing in position following C.I.DIF Reflex 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.) i) 150 mm dia. Sluice valve.
1
-
2272
... More
ii) 150 mm dia. Score valve.
2
-
2272
... More
Item No. 12 Providing and fixing in position air valve shaft Including providing and fixing GI 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 valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)
3
-
5578
... More
Item No. 13 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.
21
-
6708.05
... More
Item No. 14 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. Size : 0.90 x 0.45 x 1.20 m.
3
-
9770
... More
Item No. 15 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.
47.73
-
84
... More
Item No. 16 Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making
arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position
using water supplied by the contractor. 150MM DI K-9
0.05
-
11497
... More
Item No. 17 Pushing of M.S. pipe of following dia for road crossing and Railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter, elow 3.0 m depth including lowering, laying, jointing of M.S. casing pipe including cost of labour fuels and material, required welding machinary, tripod, chain pulley block, vrane, blower etc. transportation and dewatering etc. complete as diredeted by Engineer-in-charge but excluding cost of M.S. pipea) 200 mm dia to 499 mm dia M.S. Pipe
30
-
25107
... More
Item No. 18 Manufacturing, providing and supplying spirally
welded / ERW/ SAW / fabricated M. S. pipes
(Commercial Quality) including procurements of plates,
gas cutting to requried size rolling, tack welding
assembling in suitable lengths to form pipes, welding on
automatic welding machine and forming ‘V’ edge on both
ends of pipes including railway freight, insurance,
unloading from railway wagon, loading into truck,
transport to stores, unloading, stacking excluding GST
levied by GOI & GOM in all respect, etc, complete as per
IS - 3589 and IS-5504 as applicable as per specifications
(No negative tolerance in thickness is permissible)Dia of Pipe : 219.10 mm (O. D.) 4.8 mm.
30
-
2611
... More
SUB WORK 9:- GRAVITY MAIN 110/90 MM Dia HDPE 6kg/Sqcm. Item No. 1 Excavation for 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.
2808.19
-
150
... More
Item No. 2 Excavation for 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Total
802.34
-
192
... More
Item No. 3 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.
200.59
-
572
... More
Item No. 4 Excavation for 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.
35
-
1017
... More
Item No. 5 Providing and supplying in standard lengths Polyethelene Pipes, onfirming to IS 4984 / 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 rotecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 110 mm 6kg/Sqcm H.D.P.E
2514
-
354
... More
90 mm 6kg/Sqcm H.D.P.E
3217
-
244
... More
Item No. 6 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634
Part I110 mm 6kg/Sqcm H.D.P.E
2514
-
107
... More
90 mm 6kg/Sqcm H.D.P.E
3217
-
67
... More
Item No. 7 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., 100 mm dia. Score valve. PN-1.6
2
-
9005
... More
80 mm dia. Score valve. PN-1.6
3
-
6758
... More
Item No. 8 Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications 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 insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 40 mm-PN-1 FOR RM 110MM DIA PIPE
6
-
1267
... More
25 mm-PN-1 FOR RM 90MM DIA PIPE
8
-
1054
... More
Item No. 9 Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost of conveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve) 40 mm-PN-1 FOR RM 110MM DIA PIPE
6
-
257
... More
25 mm-PN-1 FOR RM 90MM DIA PIPE
8
-
218
... More
Item No. 10 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) 100 mm dia. (Sluice valve ) P.No. -1.6
2
-
7348
... More
80 mm dia. (Sluice valve ) P.No. -1.6
3
-
5736
... More
Item No. 11 Lowering, laying and jointing in position following C.I.DIF Reflex 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.) i) 100 mm dia. Sluice valve.for RM 110mm dia
2
-
2272
... More
ii) 80 mm dia. Sluice valve.for RM 90mm dia
3
-
1738
... More
iii) 100 mm dia. Score valve.for RM 110mm dia
2
-
2272
... More
iv) 80 mm dia. Score valve.for RM 90mm dia
3
-
1738
... 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.
52.5
-
6708.05
... More
Item No. 13 Providing and fixing in position air valve shaft Including providing and fixing GI 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 valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.)
14
-
5578
... More
Item No. 14 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. Size : As above of 90 x 60 cm
14
-
10624
... More
Item No. 15 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.
3826.38
-
84
... More
Item No. 16 Hydraulic testing of H.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. 110 mm 6kg/Sqcm H.D.P.E
2.51
-
12403
... More
90 mm 6kg/Sqcm H.D.P.E
3.22
-
7442
... More
Item No. 17 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. 100 mm Dia G.I. Pipe Medium Class
24
-
981
... More
Item No. 18 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.
24
-
129
... More
SUB WORK 10:- Construction of R.C.C. E.S.R.'s capacity 15000 Lits At.Borgaon (Dhande) 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 15000 litres, St. Ht.12m. As per RA sheet
1
-
639556
... More
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 80 mm dia inlet pipe
20
-
1466
... More
80 mm dia outlet pipe
15
-
1466
... More
80 mm dia overflow pipe
20
-
1466
... 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 80mm dia PN 1
4
-
5132
... 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
250
-
153
... More
Sub Work No-11 Repairs to exisisting RCC ESR AT.-CHARUR DHARAPURE Item No.1: Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.
24.39
-
52
... More
Item No.2: Providing waterproof plaster to old structure 20 mm thick in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete.
29.3
-
530
... More
Item No.3: Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement)
100
-
219
... More
Item No.4: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete.
104.81
-
261
... More
Item No.5: Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
104.81
-
12
... More
Item No.6: Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 40mm thickness of having a strength of 200Kilogram/Sq.cm.of approved quality and shape on a bed of crushed sand of 25 to30mm thick including skirting joint sand cleaning etc. complete.
57
-
842
... More
Item No.7: Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5M long with a knob at end and with conical spike at top, aluminium tape conductor 20 x 3 mm size copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing & fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.
1
-
13543
... More
Item No.8: 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 )
57.5
-
2539
... More
Item No.9: 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
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) Big Size : 0.90 x 0.45 x 1.20 m.
2
-
9770
... More
Small Size : 0.60 x 0.45 x 1.20 m.
4
-
6595
... More
Item No.11: Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 150 mm wide 3 mm thick, P.V.C.float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete.
1
-
10583
... More
Sub Work No-12 Repairs to exisisting RCC ESR Cap-50000 Ltr Item No.1: Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.
48.78
-
52
... More
Item No.2: Providing waterproof plaster to old structure 20 mm thick in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete.
68.41
-
530
... More
Item No.3: Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement)
200
-
219
... More
Item No.4: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete.
171.24
-
261
... More
Item No.5: Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
171.24
-
12
... More
Item No.6: Providing and fixing heavy duty interlocking concrete Coloured paving blocks of 40mm thickness of having a strength of 200Kilogram/Sq.cm.of approved quality and shape on a bed of crushed sand of 25 to30mm thick including skirting joint sand cleaning etc. complete.
57
-
842
... More
Item No.7: Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia as per upper terminal 1.5M long with a knob at end and with conical spike at top, aluminium tape conductor 20 x 3 mm size copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing & fixing 40 mm G.I pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling the earthing pit with charcoal, salt, etc. and refilling and watering, etc. complete as per specifications laid down in relevent I.S. codes.
1
-
13543
... More
Item No.8: 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 )
57.5
-
2539
... More
Item No.9: 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
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) Big Size : 0.90 x 0.45 x 1.20 m.
2
-
9770
... More
Small Size : 0.60 x 0.45 x 1.20 m.
4
-
6595
... More
Item No.11: Providing and fixing water level indicator upto 5 M height including M.S. enamelled gauge plate 150 mm wide 3 mm thick, P.V.C.float, providing and fixing required accessories such as pointer, pulleys, nylon thread including cost of all material, labour, etc. complete.
1
-
10583
... More
SUB WORK 13 DISTRIBUTION SYSTEM of 110mm 90mm and 75mm 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
3354.54
-
150
... 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
1677.27
-
192
... 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
559.09
-
1017
... 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
4592
-
115
... More
for 90 mm dia PVC 4 kg per sqcm
2676
-
160
... More
for 110 mm dia PVC 4 kg per sqcm
719
-
219
... 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
4592
-
25
... More
for 90 mm dia PVC 4 kg per sqcm
2676
-
31
... More
for 110 mm dia PVC 4 kg per sqcm
719
-
35
... More
Item No. 7 Providing PVC specials @10% cost of pipe
1
-
111370.1
... 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
5
-
4966
... More
80 mm dia
13
-
5132
... More
100mm dia
5
-
6835
... 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
5
-
1251
... More
80 mm dia
13
-
1738
... More
100mm dia
5
-
2272
... More
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.
18
-
9770
... More
C.I. road box 100 mm x 225 mm (20 kg)
5
-
1544
... 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.
5546.78
-
84
... 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.
419.32
-
6708.05
... 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
4.59
-
2481
... More
for 90 mm dia PVC 4 kg per sqcm
2.68
-
3721
... More
for 110 mm dia PVC 4 kg per sqcm
0.72
-
3721
... More
Item No. 14 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 80 mm dia Medium Class
300
-
689
... More
100 mm dia Medium Class
210
-
981
... More
Item No. 15 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. 80 mm dia Medium Class
300
-
118
... More
100 mm dia Medium Class
210
-
129
... More
Item No. 16 Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 80 mm dia Medium Class
0.3
-
12403
... More
100 mm dia Medium Class
0.21
-
13643
... More
Item No. 17 Providing ISI standard R.C.C. pipes in
standard lengths of following class and
diameter suitable for either collar joints or
rubber ring joints, excluding GST lev-ied by
GOI & GOM in all respect including inspection
charges, transport to departmental
stores, unloading and stacking etc. complete
as per IS-458/1988. RCC 250 mm dia P-II
120
-
701
... More
Item No. 18 Lowering, laying and jointing in proper
grade and alignment R.C.C. pipes with collar
joints in C.M.1:1 proportion or socketed
R.C.C. pipes with rubber joints (excluding
cost of rubber ring or R.C.C. collar,) including
cost of conveyance from stores to site of
work, cost of jointing material, labour, etc.
complete as directed by Engineerin- charge
(For all class of pipes.) as per IS- 783-1985. RCC 250 mm dia
120
-
168
... More
Name of Work- 14:- C/O W.B.M. ROAD FOR APPROACH SUPPLY WELL TO CONCRETE ROAD Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
290
-
4
... More
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
25.2
-
119
... More
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with Power roller.
25.2
-
79
... More
Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)
12.6
-
757
... More
Supplying hard murum/ kankar at the road site, including conveying and stacking complete. MORTH 408
71.4
-
825.45
... More
Spreading soft murum/ soft murrum/ gravel or kankar for side width complete MORTH 408
71.4
-
79
... More
Compacting the hard murum side widths layerwise on each side with static roller including necessary artificial watering complete . MORTH 408
714
-
21
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material MORTH 401
2.93
-
2202.15
... More
W.B.M. GR 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) MORTH 404
Aggregate)
46.2
-
2667.9
... More
W.B.M. GR 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) MORTH 404
Aggregate)
31.5
-
2667.9
... More
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
7.5
-
4939.85
... More
PART A The charges towards quality control tests are on the basis of testing frequency and charges fixed by Vigilance & Quality Control Circle, Nagpur for the current year. PROCTOR DENSITY
1
-
1860
... More
MURRUM TESTING
2
-
1170
... More
G.S.B GR-1 SIEVE ANALYSIS
1
-
690
... More
W.B.M. AGGRIGATES (Water Absorption, Specific Gravity,Impact Value, Crushing Value, Sieve Analysis. Abrasion Value.Flakiness Index & Elongation Index.)
2
-
5310
... More
ROYALTY CHARGES AS PER GOVT CIRCULAR . (As per Government of Maharashtra, Revenue and Forest Departments Gazette No. 67 Dt. 15 May 2015, States that the Royalty charges of Rs. 400/- Per Brass (i.e. Rs.141.34 /cum.) are to be considered.)
79.59
-
216.18
... More
SUB WORK 15:- Estimate for construction of RCC Cattle TroughITEM 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
52.5
-
150
... More
Excavation for connecting pipe
36
-
150
... 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)
31.5
-
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)
10.5
-
829
... 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)
10.5
-
6708.05
... 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)
13.39
-
7768.05
... 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) Long Wall for cattle trough
1.66
-
9355.05
... More
Long Wall
0.9
-
9355.05
... More
Cross Wall
0.56
-
9355.05
... More
Guard Ward to cattle trough platform
0.19
-
9355.05
... More
Cross Guard Wall
0.37
-
9355.05
... More
Back Guard Wall
0.24
-
9355.05
... 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
1.39
-
97206
... 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
160
-
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
4
-
3500
... More
SUB WORK 16:- Miscelleneous 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
180
-
2539
... More
Item No. 2 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
3
-
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
3
-
10010
... More
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.
511
-
1336
... More
Item No. 6 Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
18.32
-
6884
... More
Item No.7 :Providing internal cement plaster 12 mm thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curingcaffolding raking out joints and watering etc. complete.
587.64
-
289
... More
Item No.8 : Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
202.5
-
829
... More
Item No.9 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) b) In PCC M-150
2.07
-
6204
... More
Item No. 10 Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the
Department. However taking steel reinforcement by the dismantling agency
including removing dismantled materials
from site and disposing them at suitable
place as directed, etc. complete.i) Congested Area ii) Open Area
10000
-
2.41
... More
SUB WORK 17 FUNCTIONAL HOUSE 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 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
30
-
3452
... More
B) (Without Road Crossing) For 15 mm Service connection
31
-
2501
... 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
250
-
3452
... More
B) (Without Road Crossing) For 15 mm Service connection
250
-
2501
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