Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date12 Sep 2022
Closing Date19 Sep 2022
Tender Amount₹ 36,05,468
Costs
EMD
₹ 37,000Document Cost
₹ 1,120Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_BULDH_834767_1Bid Award Id
ViewTender No
E-TENDER NOTICE NO. /2022-23 1 ST CALLTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent).
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PVC Pipes-Working pressure 6Kg/cm2,Dia. Is 90 mm
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From Junction to Proposed ESR
600
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293
Providing and supplying ISI standard pvc specials & fittings including transportation to stores / site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.
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10% cost of pipes
0.1
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175800
Item No. 2
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-
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III
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150 mm dia RCC NP III PIPES
6
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331
1% cost of pipes
0.01
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1986
Item No. 3
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-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.
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a) Sluice valves - PN -1 Without byepass arrangement
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80 mm Dia
1
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5132
Item No. 4
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-
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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a) Air valve Single ball Flanged - PN -1
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32 mm dia
2
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1365
Mechanical Tee 80x80x80 mm
2
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2976
Item No. 5 to 7
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Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum hard Murum with boulder, WBM roads, soft rock & old cement and Lime masonary foundation Asphalt Road , by blasting / controlled blasting, chiselling 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.
315
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358.13
Item No. 8
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-
Filling in plinth floors murum bedding in trenches with approved murum from excavated materials from foundation 15 to 20 cm layers including watering and compaction complete.
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Murum selected from excavated stuff
147
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84
Item No. 9
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Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint).
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90 mm dia
600
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40
Item No. 10
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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.
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Working pressure 6 kg/cm2
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90 mm dia
0.6
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4961
Item No. 11
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-
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.
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150 mm dia RCC NP III PIPES
6
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97
Item No. 12
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Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
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a) Sluice valve -PN-1 Without byepass arrangement
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80 mm Dia
1
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1738
Item No. 13
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Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached)
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-
Upto 150mm
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32 mm dia
2
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5578
Item No. 14
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-
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 .2 M and 0.35 M for balance depth exceeding 1.2 M. As above of 60x45 CM internal size and depth upto 0.9 M with precast R.C.C slab cover
1
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6595
Item No. 15
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-
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.
164.18
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84
Sub-Work- Abstract sheet for RCC ESR 10000 litres Staging Height 9 m
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-
Item No.1
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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 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.
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The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
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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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For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
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The entire structure shall be in M-300 mix only.
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Plain round mild steel 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 mild steel bars will not be allowed.
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Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
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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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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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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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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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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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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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For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
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Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
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The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.
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The rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below:
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Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).
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RCC ESR Capacity 33000 litres 9 m staging Height
1
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366788
Item No.2
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Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge.
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Inlet
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80 mm dia.CI.D./F pipes
18
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1466
Outlet
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100 dia.CI.D./F pipes
30
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1813
Overflow
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80 mm dia.CI.D./F pipes
18
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1813
Washout
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80 mm dia.CI.D./F pipes
6
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1813
Item No.3
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Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site Unloading Stacking etc Complete D/F Specials 300 D/F Specials Upto and Including 150 mm
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80 mm to 300 mm dia
85.13
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73
Item No.4
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Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete
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Sluice valves PN-1 without bye-pass arrangement
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100 mm dia. Sluice valve - Outlet/Distribution
2
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6835
80 mm dia. Sluice valve - Inlet/Bypass
1
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5138
80 mm dia. Sluice valve - Washout
1
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5132
Sub-Work - Abstract sheet for Distribution System L = 1900 m
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Item No.1
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Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).
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90 mm
1500
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197
110 mm
400
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269
Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.
-
-
-
10% of cost of pipes
1
-
29550
Item No.2
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-
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. One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below.
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150mm dia RCC NP III PIPES
6
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331
Item No.3
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Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
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80 mm sluice valve
12
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5132
100 mm sluice valve
5
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6835
Item No.4 to 7
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Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum hard Murum with boulder, WBM roads, soft rock & old cement and Lime masonary foundation Asphalt Road , chiselling, wedging, line drilling by mechanical means or by all meansg 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.
1463
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429.09
Item No.8
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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.
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Murum selected from excavated stuff
199.5
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84
Item No.9
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Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint)
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Working Pressure 4 kg/cm2
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90 mm
197
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31
110 mm
269
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35
Item No.10
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Hydraulic testing of PVC pipe line to specified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position.
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90 mm
1.5
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3721
110 mm
0.4
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3721
Item No.11
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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.
-
-
-
150mm dia RCC NP III PIPES
6
-
97
Item No.12
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-
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Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
-
-
-
80 mm sluice valve
12
-
1738
100 mm sluice valve
5
-
2272
Item No.13
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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
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100 mm x 225 mm (20 kg)
17
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1544
Item No.14
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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)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38
239.4
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5640
Item No.15
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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.
-
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-
Net volume of refilling
979.43
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84
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