Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Excavation
Eprocure
Opening Date23 Feb 2022
Closing Date2 Mar 2022
Tender Amount₹ 16,35,559
Costs
EMD
₹ 16,356Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SATAR_772281_1Bid Award Id
ViewTender No
ZPS/RWS/JJMP/2022 - 4th CallTender 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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a) Couplers 75 mm
2
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379
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b) Elbow 90 Deg. 75 mm
1
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364
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Item No 3 :Providing ISI standard . pipes in standard lengths …..etc. complete.
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a) RCC PipeNP II class - 225 mm
30
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366
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c) GI Pipe 65 mm Dia medium
18
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419
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Item No. 4 Providing double flange sluice/ Reflux/Air valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete.M
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i) Sluice valve 65 mm Dia
1
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4966
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iii) Air Valve 25 mmDia
2
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1054
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iv) Air Valve 32 mm Dia
1
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1151
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Item No 5 :Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer in charge. including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete.
0.1
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74618
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ITEM NO. 6- Excavation for foundation in …………. etc. comp.
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A) Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
70.5
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150
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B) Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by ERngineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
70.5
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170
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C) Excavation for foundation/pipe trenches in hard murum and boulders, WBM roads including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
17.63
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192
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D) Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery 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 the foundation and excluding etc. complete. (Lift upto 1.5 m.)
8.81
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572
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E) 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 excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, excluding etc. complete by all means. (Lift upto 1.5 m.)
8.81
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1017
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Item No. 7 Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction ….etc complete
26.44
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84
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Item No 8 :Lowering,laying and jointing H.D.P.E./M.D.P.E./GI Pipes in porper position including aii specials by compresion fitting/electro fusion and butt fusion jointing procedure including hydrolic testing as per relevant IS code complet with all materials for jointing procedures like Electrofusion machine,electric mirror/heater,butt fusion welding machine with hydrolic jack,top loading clamp,ect.pump and accessories for hydrolic testing and all labour as directed by Engineer-in-charge as per IS-7634 part ii 100 P.E.
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a) H.D.P.E.PIPE 75MM Dia 6kg
235
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48
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b) RCC Pipe NP II Class 225 mm Dia
30
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136
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d) GI Pipe 65 mm Dia medium
24
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105
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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 blots and giving satisfactory Hyd. testing etc. complete.
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i) Sluice valve 65 mm Dia
1
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1251
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iv) Air Valve 25 mmDia
2
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218
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vi) Air Valve 32 mm Dia
2
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241
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Item No. 10 :Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 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.(90x60 x 1.20)
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As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. No 10624 2896 a) Add for every increase in depth of 30 cm or part thereof 30 cm depth Rs. 1897/-
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Item No. 11 :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 wnd cap making arragement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge 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 reinstalling to original position.
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H.D.P.E. Pipe PE 100- 75 mm Dia - 6 Kg/Sq.cm
0.24
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4961
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Item No. 12 : 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.
148.77
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84
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Subwork 2 - Construction of RCC ESR
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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 m centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capcity 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 m 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 MS ladder, CI manhole frame and covers, water level indicators, lightning conductor, GI pipe railing ground walkway and top slab, providing spiral staircase from ground level to roof level, MS grill gate of 2 Mtr. height with locking arrangemnt of approved design B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti termite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS code, The job to include painting the name of the scheme and other details on the reservoir as per the direction of Engineer-in-charge The rates are applicable for staging height of 12 M.These rates shall be increased or decreased per meter variation in this staging height as below: Capacity - 25000 Lit, Staging Height - 9.0 M
1
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796148.6
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Notes
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1) The design of the structure be in B66 accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
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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 R.C.C. staging of overhead tanks
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3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
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4) The entire structure shall be in M-300 mix only.
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5) Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars B68 conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
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6) Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
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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
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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.
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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.
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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.
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11) 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
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12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
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Item No. 2 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soiling 15 cm to 20 cm thick including hand packing and compacting complete.
4.51
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1175
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Item No. 1 Providing ISI mark GI pipe of following class and dia excluding GST levied by GOI and GOM in all respects including inspection charges, transportation to stores, etc complete as per IS-1239/2004
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i) Pipe 65 mm G.I. Medium Class
15
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419
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ii) Pipe 80 mm G.I. Medium Class
24
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551
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iii) Pipe 100 mm G.I. Medium Class
24
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785
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Item No. 2 Providing double flange sluice valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete. MJP DSR 2018-19 Pg No. 223 I.No. 2 a
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i) 65 mm Dia
1
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4966
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ii) 80 mm Dia
1
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5132
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ii) 100 mm Dia
1
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6836
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Item No. 3 Providing and supplying ISI standard D.I.specials and fiting 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 and unloading excluding GST leviedby GOI and GOM in all respects etc. complete. For all types of specials, bends etc. (80 to 300 mm dia.
100
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100
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Subwork 3 - Distribution System
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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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i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
750
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134
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ii) HDPE.Pipe 90 MM Dia 6 kg/Sq.cm
250
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190
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iii) HDPE.Pipe 110MM Dia 6 kg/Sq.cm
100
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276
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Item No. 2 Providing And Supplying of Electro fusion fittings in accordance with Bs EN 12201 : part -3 suitable for drinking water with in black/blue colour manufactured from compounded PE 80/PE100 virgin ….. etc Complete.
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Coupler 75 mm
9
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379
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90 mm
3
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415
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110 mm
1
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577
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Equal Tee 75 mm
5
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988
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90 mm
2
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1409
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Reducer 90X75
4
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502
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110X75
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-
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110X90
2
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642
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End Cap 75 mm
6
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284
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90 mm
4
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323
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110 mm
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-
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Item No. 3 Providing double flange sluice valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete. MJP DSR 2021-22.
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i) 80 mm Dia
1
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5132
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ii) 65 mm Dia
1
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4966
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ii) 100 mm Dia
1
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6835
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ITEM NO.4- Excavation for foundation …………. etc. comp.
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A) Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
330
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150
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B) Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by ERngineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
288.75
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170
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C) Excavation for foundation/pipe trenches in hard murum and boulders, WBM roads including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
41.25
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192
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D) Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery 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 the foundation and excluding etc. complete. (Lift upto 1.5 m.)
82.5
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572
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E) 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 excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, excluding etc. complete by all means. (Lift upto 1.5 m.)
82.5
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1017
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Item No. 5 : Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction ….etc complete.
123.75
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84
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Item No. 6 : Lowering and Laying …………….complete
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i) Lowering and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works, including cost of all labours, material, except cement solvent, rubber ring, as per IS code etc complete (with cement solvent joint/ring fit joint
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i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
750
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48
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ii) HDPE.Pipe 90 MM Dia 6 kg/Sq.cm
250
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67
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iii) HDPE.Pipe 110MM Dia 6 kg/Sq.cm
100
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70
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iii)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 blots and giving satisfactory Hyd. testing etc. complete.
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a) Sluice Valve 80mm Dia
1
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1738
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b) Sluice Valve 65mm Dia
1
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1251
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c) Sluice Valve 100 mm Dia
1
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2272
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Item No. 7 :Hydraulic testing of …...….. Etc complete
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i) Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for specied length including cutting, placing end cap making arregement for filling safe water using reciprocating type pumps which shouid be able to provide specified test pressure gauge and other necessary equipments, labouroperation charges etc required for testing. The rate under this item shall also include cost of retesting, if necessary and reintating to original position.
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i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
0.75
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4961
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ii) HDPE.Pipe 90 MM Dia 6 kg/Sq.cm
0.25
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7442
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iii) HDPE.Pipe 110MM Dia 6 kg/Sq.cm
0.1
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7442
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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.
695.4
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84
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Item no.9 Providing P.C.C. M150 ……..etc.Complete
5
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5640
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Subwork no. 4 Miscellaneous
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ITEM NO.1- 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 ofZinc 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 35mm x35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
1
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8366
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