Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date6 Aug 2022
Closing Date19 Aug 2022
Tender Amount₹ 95,57,149
Costs
EMD
₹ 95,571Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_KOLHA_825295_1Bid Award Id
ViewTender No
TENDER NO 454/ 2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Supplying, erecting & terminating XLPE armoured cable 3 core 6 sq. mm. copper conductor continuous 5.48 sq.mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU
50
-
283
FOUNDATION AND G.I. STRUCTURE FOR PV MODULE
Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level 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).
7.06
-
254.74
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259)
7.06
-
388.69
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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259)
1.76
-
441.4
Excavation for foundation / pipe trenches in hard rock by controlled 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. (Bd-A- 5/259)
1.76
-
890.48
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)
1.76
-
1420.81
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
1.76
-
6620.94
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)b) In RCC M-200
3.24
-
7505.93
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, 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 of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200
5.43
-
14269.73
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
0.87
-
78812.24
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
5.44
-
124.07
For structure Providing, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge
0.55
-
110430.25
For structure ( LESS Painting Charges) Providing and applying two coats of oil paint and one coat of primer/red oxide of Iron Paint externally including cleaning the surface of pipe with steel scrapers wire brushes and metal cleaning solution etc complete.
96.41
-
118
For structure Providing and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014
475.38
-
28
For structure- Transporting charges of vehicle per trip for Appox. 50 km ead including loading unloading & stacking charges.
1
-
6728.25
Rent for Crane for erection of structure-
1
-
1653
Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete.
37.15
-
2531.99
Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete.
3
-
7330.25
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 1.20mx0.90m size made out 18gauge(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 backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge
1
-
10193.83
Sub Work No.2:- Raw Water Rising Main from Jackwell to Gavashi Providing and supplying in standard lengths Polyethelene Pipes, confirming 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 protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
75 mm dia HDPE 6 Kg/sq.cm
2505
-
172
110 mm dia. HDPE 10 kg/sq.cm
790
-
572
Proividing and supplying HDPE specials. considered for cost ofspecials (for estimate purpose only)
Equal Tee 100
8
-
9422
Reducer 200 x 110
5
-
2250
LNPE 200.
7
-
3279
Providing and supplying ISI mark CI D/F reflux valves (non-return valves) of following dia including all taxes (Central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores / site, unloading, stacking, etc. complete.
65 mm dia.
1
-
3885
100 mm dia.
1
-
5713
Without by pass arrangement -PN -1,120 mm dia.
3
-
9876
Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete
40 mm
5
-
1267
50 mm
5
-
6609
Providing double flange sluice valve (scour 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 etc. complete
Sluice valves - PN -1.0 (With by pass arrangement) 65 mm
2
-
4977
Sluice valves - PN -1.0 (With by pass arrangement) 100 mm
1
-
6835
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.
Class NP-II - 200mm dia
100
-
327
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 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete.
Lift 0 to 1.5 M
659
-
150
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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Lift 0 to 1.5 M
659
-
192
Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete
659
-
572
Excavation for foundation / pipe trenches in hard rock by controlled 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
395.4
-
755
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
Lift 0 to 1.5 M
263.6
-
1017
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
395.4
-
84
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 II
75 mm dia HDPE 6 Kg/sq.cm
2505
-
48
110 mm dia. HDPE 10 kg/sq.cm
790
-
70
Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
75 mm dia HDPE 6 Kg/sq.cm
2.51
-
4961
110 mm dia. HDPE 10 kg/sq.cm
0.79
-
7442
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 Blocks M150
2.27
-
5640
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.
65 mm dia.
1
-
1251
100 mm dia.
1
-
2272
Without by pass arrangement -PN -1,100 mm dia.
3
-
2272
Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.(for all class of valves).
40 mm
5
-
257
Lowering, laying and jointing in position C.I. D/F Sluice valves (Scour valve) including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
Sluice valves - PN -1.0 (With by pass arrangement) 65 mm
2
-
1251
Sluice valves - PN -1.0 (With by pass arrangement) 100 mm
1
-
2272
Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves
Sluice valves - PN -1.0 (With by pass arrangement) 100 mm
2
-
277.2
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.
Class NP-II - 200mm dia
100
-
129
Hydraulic testing of RCC 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 speci-fied 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.
Class NP-II - 200mm dia
0.1
-
13643
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.
2224.72
-
84
Sub Work No.3 :- Pressure Sand Filter Cap.10000 Liters Desining ( aesthetically) providing and constructing high rate Pressure water Treatment Plant- Pressure Sand Filter, Mechanical and Elactrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti- termite treatment to entire structure mechanical and electrical components of various sub works as given below including necessary hydraulic testing structural testing and trial run for 1 months etc complete as directed by Engineer - in - charges ( turnkey job ) works Flow Rate - 10000 Liter per Hour
1
-
937500
Sub Work No.4 :-Filter House 10 M3
Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a
distance of 50 m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means
15.13
-
200.2
Excavation for foundation in Soft rock and old cement or limemasonry foundations
including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth /murum, ramming, watering including shoring and strutting etc. complete (lift upto 1.5m) By Mechanical Means
10.08
-
420.2
Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork,laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully
automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
4.51
-
6974.65
Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete.
12.85
-
5612.03
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
12.77
-
7561.4
Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Natural Sand / Crushed sand VSI Grade finely washed etc)
A) RCC M 200 Grade Footing
2.6
-
7766.36
B) RCC M 200 Grade Column
1.97
-
14463.16
C) RCC M 200 Grade Beams & lintels.
3.41
-
14463.16
D) For R.C.C M-200 Grade Chajja
1.05
-
14376.26
E) RCC M 200 Grade Slab
5.08
-
10598.03
Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete.
1.27
-
71628.7
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Without mechanical gear)
7.5
-
3891.8
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixturesand fastenings, oil painting two coats complete.
6
-
3946.8
Filling in plinth and floors with approved excavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
12.08
-
119.9
Providing cement plaster 20mm thick in C.M. 1:3 with 2 coats without neeru finish to concrete, brick or stone surfaces in all postion including scaffolding and curing etc. complete.
i) 20mm thick with neeru finish.
98.8
-
458.7
ii) 20mm thick without neeru finish.
67.5
-
394.9
Providing & laying rough Shahabad stone flooring 25mm to 30mm thick & required width in plain diamond pattern on a bed of 1:6 cm including cement float, shrinking joints painting in cement mortor 1:3 float, shrinking joints painting in cement mortor 1:3 curing & cleaning etc. complete..
25
-
621.5
Providing & applying washable oil bound distemper of approved colour and shade to old & new surfaces in two coats, inclduing scaffolding, preparing the surfaces(excluding prime coat) etc..complete..
85.3
-
38.94
Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaningand preparing the surface, watering for two days etc. complete.
97.88
-
63.8
Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a 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 and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S. codes. 1) For tape of 10mtr. Length
1
-
14897.3
Sub Work No.5 :- Pure Water Pumping Machinery At Patilwadi
3.0 HP
Providing, erecting and giving test of submersible pump set 200 mm conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable fopr various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V+/- 10%, Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraullc thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer'sdesign. Antithrust stream lined non return valve shall be provided with the pump 3 m. Submersible copper conductor cable, in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump. 200 mm
2
-
31047
Providing and fixing G.I.Pipe B Class 150 mm dia 3 m length Flanged etc
40
-
1401
PW 10 M.S. Flanges Providing, fabricating, erecting, M.S. Flanges sleep on type (all tables) of required size and thickness with both side machined. PW 10-1 Up to 300 NB Kg 134 0 134 10 joints x 2 =20 kg
20
-
141
providing & fixing 125mm G I Bend
6
-
714
providing & fixing 150mm G I Nipple
4
-
564
providing & fixing 150mm Sluice vlave PN 1 without bypass SS Spindal CIDF IS 780
2
-
13821
providing & fixing 150 mm reflex valve PN 1 without bypass IS 5312
2
-
13446
Providing, erecting Pressure gauge ofrequired range complete with syphon tube,
isolating cock suitable for 12 mm dia G.I.Pipe. Pressure gauge shall be installed asdirected, with tapping on rising main.Pressure gauge (100 mm dia) I N PM 11-1
2
-
757
Supply & erection of capacitor APP 2 KVAR .
5
-
343
Supplying and erecting Fully AutomaticStar Delta starter to operate squirrel cageinduction motor working on 380- 440 Volt,3 phase, 50 Hz with no volt coil, over load element, and ON - OFF push buttons, withnecessary material and connected tosupply, etc complete. Starter with originalsheet steel encloser.LG 3-1 7.5 HP & Up to 12.5 HP Each 6043 180 6223
2
-
7150
Internal Wiring panel of 20 Hp. Dual
1
-
2986
Structure & Lifting equipment Providing structural steel work in rolledstanchions fixed with connecting platesor angle cleats as in main and crossbeams, hip and jack rafters, purlinsconnecting to truss members and like asper detailed designs and drawings or asdirected by Engineer-in-charge includingcutting,fabricating, hoisting, erecting,fixing in position, making riveted / bolted /welded connections and one coat ofanticorrosive paint and over it two coats ofoil painting, etc. complete. (Bd-C-3/275)
0.4
-
71286
Providing, erecting triple spur gear typeChain Pulley Block suitable for capacity 1 ton with 6 m lift complete with load chainand hand chain suitable for above lift,tested to 50% over load as per IS 3832carrying ISI markLF 1-1 1 Tonne Capacity
1
-
11830
Travelling TrolleyProviding, erecting Travelling Trolley of 1 ton capacity as below with 6 m lift, tested to50% over loadL F 2-1
1
-
9287
Supplying and erecting GI sheet 1.6 mm (16 SWG) to be used forfabrication of boxes panel boards etc. including cutting, bending ,drilling, welding, riveting etc. and painting with one coat of red leadpaint and 2 coats of enamel paint.1833 431 2264
2.34
-
2377.2
Supplying and erecting marine plywood 18/19 mm thick fixedto wall or on provided panel board with necessary materialssuch as screws, wall fasteners, supports, nut bolts etc. complete.m2 1187 155 1342
1.08
-
1409.1
Supplying and erecting self-locking arrangement with keys induplicate, made of brass duly erected, flush with surface ofpanel / cupboard.Each 212 44 256
1
-
268.8
Supplying & erecting LED typeindicating pilot lamp withLED colour blue, 230 / 250 V on provided box / panel withnecessary material, wiring & connections etc.Each 195 50 245
3
-
257.25
Supplying and erecting panel mounting type digitalvoltmeter having three and half digit LED display,calibrated for 0 to 750V AC suitable to operate on 500V ACsupply with necessary PVC wire leads and lugs andmounting hardware on provided panel complete with calibration certificate from manufacturer.Each 1038 272 1310
3
-
1375.5
Supplying and erecting panel mounting type digitalammeter having three and half digit LED display,external CT operated, calibrated for suitable to operate on500V, 0 to 1000A AC supply with necessary PVC wire leads and lugs and mounting hardware on provided panel complete with calibration certificate from manufacturer.Each 1094 272 1366
3
-
1434.3
Supplying and erecting selector switch suitable for voltmeter/ammeter for 3 phase AC supply 500V, 50Hz, on provided box / panel and duly connecting with necessary PVCwire leads and lugs.Each 272 50 322
3
-
338.1
(New) Supplying and erecting GI sheet 1.6mm (16 SWG) caution board of size 250 x 200 mm duly painted with red oxide and enamel paint in Marathi and Hindi erected at position for HV/EHV installation. Each 106 40 146
1
-
153.3
Supplying and erecting pump protection relay comprising current sensing phase failure and UV+OV relay with dry run and overload protection suitable for 3 phase pumps.Each 2333 423 2756.
2
-
2893.8
Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm complete with all materials, testing & recording theresults as per specification no. EA-EPEach 3105 1133 4238.
1
-
4449.9
Supplying and erecting iron, sheet metal work consisting of CRCA sheets, various sections of iron, plates, chequered plates, rods, bars, MS pipes, etc. for panel board or any other purpose with bending, cutting, drilling and welding complete erected at the position with necessary materials duly painted with one coat of red oxide and two coats of enamel paint to match the switchgears or as per directions by
the authority.kg 110 30 140. 50 X 50 X 5mm angle 3+2 = 5 X 3.89 Kg/mtr.= 20 Kg
20
-
147
Making cement concrete foundation in 1:2:4 cementconcrete with foundation bolts and nuts complete.m³ 3883 914 4797 for panel & valve Y section 2 X 0.5 X 0.5 X 0.5
0.25
-
5036.85
Supplying and erecting four pole metal clad ON LOAD changeover switch 415V , 63A erected on angle iron / GI frame completeEach 3946 167 411
1
-
4318.65
Supplying and erecting triple pole metal clad switch andfuse 415V,63A on iron / GI frame as per specification no.SW-SWR/MTP.
3
-
2831.85
Supplying and erecting flat flexible 3 core 4 sq mm PVC heathedsubmersible type copper cable suitably clamped at fixed intervalswith column pipe assembly complete.145 30 175
222.43
-
183.75
MSECo material for Electric supply Supplying and erecting static energy meter 440 V 50 Hz. 100AISI mark meter AC 3 phase 4 wires LCD/LED display complete erected on polished teak wood board duly wired withrequired size of weather proof PVC wires duly tested for class IIaccuracy by electric supply company.Each 5401 237 5638
1
-
5919.9
Supplying and erecting ISI mark GI pipe 25 mm. dia. ‘B’ class atposition with accessories complete. Specification no. CW-PLB/GP.m 286 50 336
3
-
352.8
Supplying, erecting & terminating XLPE armoured cable 2 core 6 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12SWG) G.I. earth wire complete erected with glands & lugs, on wall/trusses/pole or laid in provided trench/ pipe as per specification no.CB-LT/ALm 78 17 95
50
-
112.35
Pump House Elecrification Supplying, erecting & marking DPMCB 6 A to 32 A B- series (forlighting) in provided distribution board as per specification no. SWSWR/MCB 1 for wiring & 1 for street light
2
-
455.7
Point wiring for light/fan/bell in 20 mm ISI marked HMSPVC conduit with 1.5 sq.mm (2+1E) FR grade copper wire,flush type switch, earthing and required accessories as perspecification No: WG-PW/SWPoint 4 light 2 fan 4 out door light
4
-
409.5
Supplying & erecting LED 18W tube light fitting (4 feet) withpolycarbonate housing, heat sink, integrated HF electronic drivercomplete.
2
-
598.5
Supplying and erecting LED street light fitting suitable for 20to 25W, with PF 0.95 class IP 65 and above housing ofpressure die cast aluminium alloy and heat sink extruded aluminiumcomplete as per specification No FG-ODF/FLS-2.
2
-
1992.9
Supplying and erecting Street light bracket made from 25 mm.dia ‗B‘ class G.I. Pipe, 0.6 m in length along with pole cap of 300mm length and 80 mm dia duly welded with provided leads as perspecification no. FG-BKT/BPC
2
-
553.35
Point wiring for independent plug in 20 mm ISI marked HMS PVC conduit with 1.5 sq.mm (2+1E) FR grade copperwire, flush type switch, earthing and required accessories as perspecification No: WG-PW/SW
2
-
462
Sub work No. 6 :- RCC GSR @ Gavashi - 29000 Liters
Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bypass arrangement consisting of C.I. M.S. D/F. pipes, specials and valves of given diameters,providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termite treatment shall be given for underground portion of the structure.
RCC Sumps Cap.29000 Lit
Notes
1) The design shall be in accordance with various relevant I.S. specification (I.S. 456/1978, I.S. 875 - 1987, I.S. 3370 -1965 or revised.)
2) Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used. Grade -II M.S. bars shall not be used.
3) Entire structure shall be in M-300 only.
4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included.
5) The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.
6) The Job includes designing the structure for uplift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer- in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%.
7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
8) For pipe diameters upto 300 mm only CI pipes and CI specials shall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with proper anticorrosive epoxy treatment from inside and outside.
9) Cost of pump house is not included in these rates.
10) Above rates are applicable for Seismic Zones 2, 3 and 4.
11) 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R.s and sumps till satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete. Note : Conditions from Sr. No. 1 to 11 shall form a part and parcel of tender and must be included in the draft tender papers for work of R.C.C. GSRs and sumps.
1
-
529668
Providing and supplying ISI standard welded DI double flanged pipe excluding 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.D I D/F pipe
43
-
1984
Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.
100 mm dia. D/F Sl. Valve PN 1.0
1
-
6835
Providing and supplying ISI standard D. I. 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 excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523.
400
-
111
Sub Work No.7:- RCC ESR @ Patilwadi Capacity 21000 Litres, Staging Height 9.0 m
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 E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, 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 Stainless steel ladder inside and M.S. ladder with G.I. railing outside, 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 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures 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. Cost upto 25,000 litres capacity, 12 m staging height
Notes :-
1) The design of the srtucture be in accoradance with relevant I S specification ( I S 3370 - 1965 or revised ) 2) The design shall satisfy the stipulations as per I S 1893 - 1984 and I S 13920 / 1993 for seismic force and I S -11682 / 1985 for RCC staging of overhead tanks.
3) For design having more than 6 columne,provision of internal bracing is obligatory.External bracings is also obligatory.
4) The entire structure shall be in M - 300 mix only.
5) Plain round mild steel bars grade-I confirming to I S 432 part-I or high yield strength deformed bars confirming to I S 1786 or I S 1139 shall be used,grade- II mild steel bars will not be allowed.
6) Irrespective of the type of foundation proposed in the design,one set of bracing be provided at the ground level.
7) These rates include providing M S ladder for E S R s upto 2 lakh litres capacity and providing spiral staircase for E S R above 2 lakh litres capacity.
8) Staging shall have to be designed with stresses of M- 200 concrete for ESR. However all RCC construction should be done in M-300.
9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth,extra provision of dewatering shall be made as per site condition.
10) All conditions given in the Member Secretary's Circular No. MJP/ TS-I/350/1668 dt.2-8-97 and MJP / S-I/350/2127 dt. 13-7-99 shall be strictly followed and additional cost,if any,due to these conditions is included in the rates mentioned below. 11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
1
-
770254.8
Providing and supplying ISI standard welded DI double flanged pipe excluding 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)
150 mm dia.D I D/F pipe
73
-
2694
Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete.
150 mm dia. D/F Sl. Valve PN 1.0
3
-
10251
Providing and supplying ISI standard D. I. 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 excluding GST levied by GOI & GOM in all respect etc. complete as per IS-9523.
400
-
111
Sub Work No. 8 :- Distribution System Providing and supplying in standard length ISI mark rigid unplasticized PVC pipes suitable forpotable water with solvent cement joints including cost of couplers, as per IS specification no. 4985/1988 including all local and central taxes, transportat-ion, freight charges, inspections charges, loadingunloading, conveyance to the departmental stores/siteand stacking the same in closed shed duly protectedfrom sunrays and rains including cost of jointing material i.e. solvent cement etc complete(selfit tile to be jointed with cement solvent)
75 mm dia 4 kg/cm2
2000
-
142
90 mm dia 4 kg/cm2
105
-
197
110 mm dia 4 kg/cm2
75
-
269
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 levied by GOI & GOM, including inspection charges, transport to departmental stores / site, unloading and stacking, etc. complete. (IS-458/1988) 200 MM Dia NP II Class
100
-
546
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure,stainless steel spindle,capsincluding inspection charges, transportation upto departmental store,unloading,stacking excluding GST levied by GOI & GOM in all respect etc.complete.
65 mm dia PN 1.
2
-
4966
80 mm dia PN 1.
1
-
5132
100 mm dia PN 1.
1
-
6835
Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murum including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete
305.2
-
150
Excavation for foundation / pipe trenches in hard murum, and boulders, WBM road 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.
457.8
-
192
Excavation for foundation / pipe trenches in hard strata, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete
381.5
-
572
Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Lift 0 to 1.5 M
381.5
-
1017
Filling in plinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete
228.9
-
84
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 Blocks M150
4.54
-
5640
PCC for road box M100
0.11
-
5185
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 includingcost of all labour, material, except cement solvent, rubberring, giving satisfactory hydraulic testing as per IS code,etc. complete (with cement solvent joint/ring fit joint)
75 mm dia 4 kg/cm2
2000
-
25
90 mm dia 4 kg/cm2
105
-
31
110 mm dia 4 kg/cm2
75
-
35
Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.
75 mm dia 4 kg/cm2
2
-
2481
90 mm dia 4 kg/cm2
0.11
-
3721
110 mm dia 4 kg/cm2
0.08
-
3721
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in CM 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 works, cost of jointing material, labour, giving hydraulic testing, etc. complete as directed by Engineer-in-charge. (IS-783/1985) 200 MM Dia NP II Class
100
-
129
Hydraulic testing of RCC 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 speci-fied 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.
200 MM Dia NP II Class
0.1
-
13643
Labour charges for fixing of various valves of following nominal dia. Including cost of conveyance from stores to site of work, labour, jointing materials, giving satisfactory hydraulic test etc. complete
65 mm dia PN 1.
2
-
1251
80 mm dia PN 1.
1
-
1738
100 mm dia PN 1.
1
-
2272
Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves
65 mm dia PN 1.
2
-
140
80 mm dia PN 1.
1
-
194
100 mm dia PN 1.
1
-
252
Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete.
100 mm x 225 mm (20 kg)
4
-
1544
Refilling the trenches with available exvavated 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
1286.88
-
84
Subwork No 9 :- RUNNING THE SCHEME (FOR ONE MONTH)
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 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
Note : Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department.
a) For single village ( One Month ).
1
-
26244
Add GST 12%
1
-
935426.78
As per MNRE Add GST 12% ON Part A (70%)
1
-
28818.17
As per MNRE Add GST 18% On part A (30%)
1
-
18525.97
Add GST 12% on Part B
1
-
46722.96
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