Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date13 Jul 2022
Closing Date5 Aug 2022
Tender Amount₹ 43,90,113
Costs
EMD
₹ 43,901Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SATAR_817296_7Bid Award Id
ViewTender No
ZPS/RWS/2515/2022 - 1st CallTender 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
Documents
BOQ Items
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5.00 BHP (Added 2% Supply Part & 20% Erectoin Part) For -Rameshwarwadi
2
-
34843.68
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7.50 BHP (Added 2% Supply Part & 20% Erectoin Part) For- Dattwadi
2
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40652.1
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Item No.2) Iron work for panel board or for other purpose complete with bending, cutting, drilling and welding complete erected at position with necessary material duly painted with one coat of red oxide and two coats of enamel paint to match the switchgear or as per the direction of Engineer.
30
-
290.4
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Item No 3) Panel fabrication,G.I. sheet of thickness given below to be used for fabrication, of boxes, panel boards, ere including cutting,bending ,drilling, welding, cleaning,redusting and painting with one coat of red lead paint and two coats of enamel paint. 16 SWG (page-53 )
2
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2716.8
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Item No 4) Supplying and erecting triple iron clad 1 metal clad switch and fuse 415/ 500 V of suitable rating as below of approved make erected on angle iron frame. 32 Amps
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-
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32 Amps
2
-
939.6
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Item No 5) Suppling & erecting on angle frame triple pole iron clad / metal clad change over switch of suitable rating of 500 V of approved mahe
1
-
3808.4
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Item No 6) Providing erecting & commissioning ELCB/ R CCB of suitable rating as below working on residential current 3 Ml Amp. sensitivly max 3.00 Ml /sec etc. erected in provided M.S. box etc. complete
2
-
3090
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Item No 7) Supplying & erecting self locking arrangement with duplicate key duly erected flush with panel surface of clamp board etc. complete
1
-
307.2
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Item No 8) Providing & erecting selcetor switch for this arrangement
1
-
386.4
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Item No.9) Providing, supplying and erecting Ameter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box
2
-
1639.2
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Item No 10) Providing & Supplying Erecting Marine Plywood 12 mm thick fixed etc. complete
2
-
1610.4
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Item No.11) Providing, supplying and erecting voltmeter A.C. 50cycles 1 sec. With 0 to 500 V range flush erected erected on provided M.S. box with panel type fuses and connected with nessesory PVC wire.
2
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1572
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Item.No 12) CAPACITOR, Providing, supplying and erecting bank of metalised polypropylene condensers with the standard capacities of 2,3.5,7,10, 12.5, and 15 kV AR units of P.F. correction for operation on 3 phase, 50 cIs, 400 V (+ or- 10%) with externally discharging resistances,earthing terminals and built on angle, iron or channel iron frame works and provided with terminal cover box complete erected on provided iron bracket or on floor duly tested.(page 75 )
2
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355.08
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Item No 13) Providing supplying and erecting D O L starter to operate squirrel cage induction motor working on 380-440 V 3 Ph 50 Hz with no volt coil and over load element with necessory material and connected to supply etc complete. Starter with original sheet steel encloser.
Conductor Rating 12 Amps (Upto 7.50 HP)
2
-
3171.12
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Item No. 14) Providing,supplying and erecting, plain copper conductor, PVC insulated flexible cable as per IS 694/ 1990 of following grade upto 1100 volts.
-
-
-
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3 core 4 sq mm
80
-
320.4
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Item No. 15) providing, supplying and erecting galvanised cast iron earth plate 60 * 60 * 0.6 cm burried in specifically prepared earth pit (top edge of plate 1.5m below ground level ) refilling with 30 kg charcol and salt with alternate layers. necessory length of double G.l.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm dia with bituminous compound and connected to the nearest switch gear with end socket as per direction and duiy tested DV earth. tester and recoring the result. supplying and erecting 19 mm dia vertical G.I.pipe 1.5 m long with funnel and mesh at top is included inth scope of work.( page 124 )
1
-
5085.6
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2) RISING MAIN Extension ( Rameshwarwadi )
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-
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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
-
-
-
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Soft Murum
22.5
-
165
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Item No- 2-) Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
-
-
-
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Hard Murum
27
-
187
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Item No- 3) Excavation for foundation / pipe trenches by blast in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
-
-
-
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Soft Rock
18
-
629.2
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Item No- 4) Excavation for foundation / pipe trenches by blast 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
-
-
-
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Hard Rock
13.5
-
1118.7
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Item No 5) Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
90.9
-
92.4
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Item No 6) Providing and supplying standard lengths ISI mark rigid unplasticised PVC/HDPE pipes suitable for potable water with solvent cement joints including cost of couplers, & special of following dia and class including cost of conveyence from store to site of work including cost of labour material giving satisfactory hydraullic testing as per IS code etc complete (with cement solvent joint)
-
-
-
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90 mm Ф HDPE 10 Kg/Sq2
150
-
387
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80 mm Ф G I ( M )
30
-
551
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Item No 7) Lowering, laying and jointing with P.V.C./HDPE pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).
-
-
-
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90 mm Ф HDPE 10 Kg/Sq2
150
-
73.7
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80 mm Ф G I ( M )
30
-
129.8
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Item No.-8) G.I. Pipe / M.S. Special
4.74
-
104.5
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Item No 9) 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.
-
-
-
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90 mm Ф HDPE 10 Kg/Sq2
0.15
-
8186.2
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80 mm Ф G I ( M )
0.03
-
13643.3
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Item No 10) Providing erecting, connecting, double falnged short body pattern type manually operated butterfly valves having body disc and end cover in graded cast iron to IS 210 Gr CF 200 generally confirming in BS 5155 synthetic funner faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing exculding C C foundation / structural steel support confirming to IS 13095-1991
-
-
-
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80 mm Sluice Valve
2
-
5132
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65 mm Sluice Valve
2
-
4966
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80 mm NRV Valve
2
-
4092
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65 mm NRV Valve
2
-
3885
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Item No 11) 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.
-
-
-
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80 mm Sluice Valve
2
-
1911.5
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65 mm Sluice Valve
2
-
1376.1
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80 mm NRV Valve
2
-
1911.8
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65 mm NRV Valve
2
-
1376.1
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Item No 12) 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.
-
-
-
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20 mm Air Valve
4
-
764
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Item No 13) Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete.
(for all class of valves)
-
-
-
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20 mm Air Valve
4
-
184.8
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Item No 14) 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.
67
-
92.4
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3) RCC GSR of Capcity - 36000 Lits. For Rameshwarwadi
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-
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Item No -1 ) 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.
-
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-
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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
-
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-
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Note :- 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.)
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-
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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.
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-
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3)Entire structure shall be in M-300 only.
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-
-
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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.
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-
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5)The G.S.R. / Sump above 15 lakh litres capacity shall be in two compartment.
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-
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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%.
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-
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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.
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-
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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.
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-
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9)Cost of pump house is not included in these rates.
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-
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10)Above rates are applicable for Seismic Zones 2, 3 and 4.
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-
-
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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.
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-
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RCC GSR 36000 Lit.
1
-
701534.5
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Item No -2) Providing and supplying ISI mark GI pipes having embossed ISI Mark of following class and diameter including all taxes (Central and local), insurance, railwayfreight, unloading from railway wagon, loading into trucks, transport to departmental stores / site, unloading, stacking, inspection charges etc. complete
-
-
-
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80 mm dia
12
-
680.8
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GI TEE ( 80 / mm)
1
-
582.12
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GI BEND ( 80 / mm)
2
-
381.18
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FLANGES
10
-
104.5
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Item No -3) Providing and supplying at site of work CI D/F valves of following dia., including cost of all taxes (central and local) railway freight, unloading from railway wagon, loading into truck, transportation upto site of work, etc. complete
-
-
-
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DF Sluice Valve
-
-
-
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80 mm dia PN 1
1
-
7043.8
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65 mm dia PN 1
1
-
6342.1
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4) DISTRIBUTION SYSTEM
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-
-
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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
583.5
-
165
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Item No- 2) Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
583.5
-
187
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Item No- 3) Excavation for foundation / pipe trenches by blast in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 M
700.2
-
629.2
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Item No- 4) Excavation for foundation / pipe trenches by blast in hard rock by chiselling, 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
233.4
-
1118.7
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Item No 5) Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
350.1
-
92.4
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Item No 6) Providing and supplying standard lengths ISI mark rigid unplasticised PVC/HDPE pipes suitable for potable water with solvent cement joints including cost of couplers, & special of following dia and class including cost of conveyence from store to site of work including cost of labour material giving satisfactory hydraullic testing as per IS code etc complete (with cement solvent joint)
-
-
-
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90 mm Ф HDPE 6 kg/cm2 pipes
1735
-
244
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75mm Ф HDPE 6 kg/cm2 pipes
875
-
172
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63 mm Ф HDPE 6 kg/cm2 pipes
1280
-
124
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Item No 7) Lowering, laying and jointing with P.V.C./HDPE pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).
-
-
-
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90 mm Ф HDPE 6 kg/cm2 pipes
1735
-
73.7
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75mm Ф HDPE 6 kg/cm2 pipes
3260
-
52.8
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63 mm Ф HDPE 6 kg/cm2 pipes
2698
-
49.5
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Item No 8) Providing ISI mark G.I. pipe of following class and dia. Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete.
Note - One coupler shall be provided with each full length pope cost of which is included in raed below
-
-
-
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80 mm Ф GI B Class
150
-
551
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65 mm Ф GI B Class
120
-
419
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50 mm Ф GI B Class
78
-
330
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Item No 9) Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
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80 mm Ф GI B Class
150
-
129.8
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65 mm Ф GI B Class
120
-
115.5
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50 mm Ф GI B Class
78
-
79.2
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Item No 10) 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.
-
-
-
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90 mm Ф HDPE 6 kg/cm2 pipes
1.74
-
8186.2
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75mm Ф HDPE 6 kg/cm2 pipes
0.88
-
5457.1
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63 mm Ф HDPE 6 kg/cm2 pipes
1.28
-
5457.1
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80 mm Ф GI B Class
0.15
-
13643.3
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65 mm Ф GI B Class
0.12
-
12279.3
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50 mm Ф GI B Class
0.08
-
8186.2
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Item No 11) Providing erecting, connecting, double falnged short body pattern type manually operated butterfly valves having body disc and end cover in graded cast iron to IS 210 Gr CF 200 generally confirming in BS 5155 synthetic funner faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing exculding C C foundation / structural steel support confirming to IS 13095-1991
-
-
-
... More
80 mm Sluice Valve
3
-
5132
... More
65 mm Sluice Valve
2
-
4966
... More
50 mm Sluice Valve
3
-
4198
... More
Item No 12) 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.
-
-
-
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80 mm Sluice Valve
3
-
1911.8
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65 mm Sluice Valve
2
-
1376.1
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50 mm Sluice Valve
3
-
916.3
... More
Item No 13) Refilling the trenches with available excavated stuff with soft 3material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
1732
-
92.4
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Item No 14) 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.
5
-
1698.4
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Item No 15) Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing C.I. manhole frame and cover in RCC 1:2:4 coping or RCC 1:2:4 proportion x 15 cm thick slab,etc. complete as directed by Engineer-in-charge. as above 60 X 45 cm internal size and path upto 0.90 M with precast R C C slab cover
2
-
7254.5
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5) Repairs to Gravity Main
-
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-
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Item No-1)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.
-
-
-
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63 mm dia HDPE Pipes 6 kg/sqcm
1500
-
124
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Item No-2) Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.
-
-
-
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Elbow
-
-
-
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63 mm dia
1
-
232
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40 mm dia
1
-
125.82
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Tee
-
-
-
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63 mm dia
1
-
674
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40 mm dia
1
-
158.7
... More
Couplers
-
-
-
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63 mm dia
3
-
224
... More
Union
-
-
-
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50 mm dia
3
-
299.22
... More
Couplers
-
-
-
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50 mm dia
2
-
136.02
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G.I. Pipe / M.S. Special
25
-
104.5
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Item No-3) 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.
-
-
-
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40 mm dia. GI Pipe Med.
90
-
239
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Item No-4)Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,soft rock, Hard Rock 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.FOR HDPE Pipes
-
-
-
... More
Soil
270
-
165
... More
Hard Murum
315
-
187
... More
Soft Rock
135
-
629.2
... More
Hard Rock
90
-
830.5
... More
Item No-5)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.
-
-
-
... More
(MJP DSR 21-22, P.No. 45 I.No-16
135
-
92.4
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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 II
-
-
-
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63 mm dia HDPE Pipes 6 kg/sqcm
1500
-
49.5
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Item No-7)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.
-
-
-
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40 mm dia. GI Pipe Med.
90
-
68.2
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Item No-8)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.
-
-
-
... More
63 mm dia HDPE Pipes 6 kg/sqcm
1.5
-
5457.1
... More
40 mm dia. GI Pipe Med.
0.09
-
6822.2
... More
Item No-9) 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.
670.32
-
92.4
... More
6) Miscellaneous Work
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Item No.1 :- Providing and fixing Information sign board of size 1.20 x 0.75 m. prepared on 16 gauge M.S. sheet with angle iron frame of size 35 x 35 x 3 mm. with cross bracing of size 25 x 25 x 3 mm including painting with one coat of zinc cromate stoving primer and two coats each of green/white back ground, red Retro reflective sheet Engineering grade, border / letters / numerals and arrow. coated with non pealable crystal clear protective transparent coat retaining 100% relection including one number of M.S. Angle iron post of size 50 x 50 x 5 mm of 3.65 m. long inflated at bottom drilled on top and painted in white and black bands of 25 cm. with 4 Nos. high strength G.I. bolts and nuts of size 10 mm dia. 20 mm long including all taxes, conveying, fixing in ground with cement concrete 1:4:8 block of 60 cm x 60 cm x 75 cm. size as directed by Engineer-in-charge etc. complete.
1
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10212.4
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Item No.2 :- 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 ,together with training of personnel spared by local body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
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For single village
1
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28860.4
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