Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date1 Dec 2022
Closing Date21 Dec 2022
Tender Amount₹ 3,49,49,753
Costs
EMD
₹ 3,49,497Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_RATNA_855686_8Bid Award Id
ViewTender No
RWSD E TENDER/92/22-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
Lift 1.50 M to 3.00 m
101.25
-
491
Item No.2 - Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.
1
-
-
a) 450mm dia
22.5
-
4411
Item No.3 - Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge.
1
-
-
a) 450mm dia
22.5
-
246
Item No.4 - Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge.
1
-
-
a) 40 mm pebbels
4.38
-
1688
b) 12 to 20 mm pebbels
5
-
1988
c) 6 to 12 mm dia pebbels
5.63
-
2239
d) Fine Sand
6.25
-
1420
Sub Estimate No.2 - RCC Well
1
-
-
Item No.1 - Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.
1
-
-
Lift 0.00 M to 1.50 m
106.27
-
464
Lift 1.50 M to 3.00 m
95.38
-
491
Lift 3.00 M to 4.50 m
28.36
-
518
Item No.2 - Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling.
1
-
-
Lift 3.00 M to 4.50 m
56.72
-
1072
Lift 4.50 M to 6.00 m
75.36
-
1100
Lift 6.00 M to 7.50 m
66.23
-
1128
Lift 7.50 M to 9.00 m
49.75
-
1156
Lift 9.00 M to 10.50 m
28.26
-
1184
Item No.3 - Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete.
1
-
-
P.C.C 1:2:4 ( M-150 )
1.87
-
6917.47
Item No.4 - Providing & costing in constructing in situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade.
1
-
-
1) R.C.C. M-300 for Beam
3.73
-
9977.5
2) R.C.C. M-300 for walkway slab
4.71
-
10663.5
3) R.C.C. M-300 for vertical wall
46.88
-
10663.5
Item No.5 - Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel
3.13
-
97206
Item No.6 - Providing & laying weep holes of 80 mm AC/PVC pipe as per drawing for abutment returns, return walls etc. complete.
13
-
201
Item No.7 - Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinery labour fuel )etc complete.
900
-
77
Item No.8 - Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete.
196.66
-
84
Item No.9 - Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge.
40
-
387
Item No.10 - Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/ figures with approved colour and shade complete
1
-
7644
Item No.11 - Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.
1
-
-
Lift 0.00 M to 1.50 m
20.25
-
682
Item No.12 - 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 Engineerincharge 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. (Bd- C-6/277)
1.25
-
70017
Item No.13 - Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete.
14.7
-
691
Sub Estimate No.3 - Switch House
1
-
-
Item No.1 - Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete.
2.16
-
150
Item No.2 - Excavation for foundation/ Pipe trench in hard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed, removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering & excluding back filling etc. complete.
1.32
-
755
Item No.3 - Providing & laying in situ following grade c.c.of trap/ granite /quartzite/ gneiss matel for foundation & bedding including dewatering form work compaction finishing & curring etc.complete. M 150
2.34
-
6917
Item No.4 - Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete.
5.18
-
5622.55
Item No.5 - Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search charging etc. complete
1.59
-
84
Item No.6 - Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth ( with extra cement ) in approved colour as directed, and curing complete. IPS flooring
6.25
-
548.91
Item No.7 - Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete.
7.84
-
6310.55
Item No.8 - Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200
1
-
-
i)Slab M-200
1.63
-
10026.47
ii)Lintel M-200
0.07
-
9347.84
iii)Chajja M-200
0.07
-
9946.84
Item No.9 - Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete.
2.1
-
832
Item No.10 - Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats complete
1.89
-
2913
Item No.11 - Providing and fixing factory made precast R.C.C. JALI 80mm including carting and erecting in position and two coats of oil paint etc. complete.
0.54
-
787
Item No.12 - Providing & fixing in possition steel bar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steel
0.14
-
97206
Item No.13 - Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete.
63.17
-
408.49
Item No.14 - Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete.
38.72
-
79
Item No.15 - Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfacescomplete.
47.15
-
48
Sub Estimate No.4 - Pumping Machinery
1
-
-
Item No.1 - Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
1
-
-
Submersible Pump 200 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages or suitable
2
-
109324
Item No.2 - Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed.
1
-
-
3 core 10 sqmm
30
-
406
Item No.3 - Supplying & erecting F.A.S.D. Starter suitable for Operate squirrel cage induction Motor on 440 volts,3 phase, 50Hz.etc. Including all neccesary protection relays.
1
-
-
20 HP & Up to 25 HP
1
-
13082
Item No.4 - Providing , installing & commissioning main control pannel board including V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 20 HP & Up to 25 HP pump etc.complete.
1
-
95274
Item no.5 - Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
1
-
-
Pressure gauge (100 mm dia)
2
-
897
Item No.6 - Providing tools for pumping.
1
-
6815
Item No.7 - Main wiring work from M. S. E. B. cut out to the panel board 4 core x 35 Sq mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36)
15
-
212
Item no.8 - Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP
2
-
1500
Item no.9 - 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
1
-
-
Sluice Valve 125 mm dia. PN 1.6
2
-
14079
Item no.10 - Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)
1
-
-
Reflux Valve 125 mm dia. PN 1.6
2
-
13065
Item No.11 - Third Party Inspection :- Test and Inspections As per MJP Circular - i) Manufacturer’s inspecting agency’s charges for routine and performance test of pump, motor, transformer and other equipments at manufacturer’s works to be witnessed. ( ii) Inspection charges of third party agency approved by MJP for any or all test at manufacturer’s work.
2
-
3000
Item No.12 - Providing, Erecting triplesput gear type Chain Pully Block suitable for capacity as below with 6 M lift complete with load chain and hand chain suitable for above lift. Tested to 50% over load as per IS 3832 carrying ISI mark.
1
-
-
2 Tonne Capacity
1
-
21184
Sub Estimate No.5 - Rising Main
1
-
-
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.
1
-
-
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
1
-
-
140 mm Dia HDPE Pipe 12.5 Kg/sqcm
1500
-
1097
Item No.2 - Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 82275.00 (Rs.Eighty two thousand two hundred and seventy five only)
1
-
82275
Item No.3 - 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
1
-
-
Sluice valves 125 mm Dia. PN1.6 without bypass arrangement
1
-
11251
Item No.4 - Providing & supplying ISI mark CI D/F reflux valve (Non- return valve) of following dia including all taxes (central and local ), railway freight, inspection charges unloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)
1
-
-
Reflux valves 125 mm Dia
1
-
10237
Item No.5 - 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
1
-
-
Sluice valves 125 mm Dia. PN1.6 without bypass arrangement for Washout
1
-
11251
Item No.6 - Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete.
1
-
-
Air valves 25 mm Dia
3
-
1054
Item No.7 - 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
-
-
(EARTH SOIL)
393.75
-
150
Item no.8 - 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 back- filling, etc. complete.
1
-
-
(HARD MURRUM)
337.5
-
192
Item no.9 - 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 area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
-
-
Soft Rock
225
-
572
Item No.10 - 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. (Bd-A-6/259)
1
-
-
Hard Rock
225
-
1017
Item no.11 - Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
168.75
-
84
Item no.12 - 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
1
-
-
140 mm Dia HDPE Pipe 12.5 Kg/sqcm
1500
-
107
Item No.13 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
1
-
-
Sluice valves 125 mm Dia. PN1.6 without bypass arrangement
1
-
2828
Item No.14 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
1
-
-
Reflux valves 125 mm Dia
1
-
2828
Item No.15 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
1
-
-
Sluice valves 125 mm Dia. PN1.6 without bypass arrangement for Washout
1
-
2828
Item No.16 - 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.
1
-
-
Air valves 25 mm Dia - Single Bash
3
-
218
Item No.17 - 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 over the shaft excluding cost of air valve and branch flanged 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.)
1
-
-
upto 150 mm on Murum & harder strata
3
-
5578
Item No.18 - Providing and fixing in position M.S. air valve boxes fabricated ...etc. complete.
3
-
2388
Item No.19 - Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.
1
-
-
b) 1:2:4 (M-150) grade for encasing
3.85
-
6917.47
Item No.20 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including 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 cm thick slab etc. complete as directed by Engineer-in-charge.
1
-
-
Size 0.90 x 0.60 x 1.20
3
-
10624
Item No.21 - 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
990.25
-
84
Item No.22 - 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.
1
-
-
140 mm Dia HDPE Pipe 12.5 Kg/sqcm
1.5
-
12403
Item no.23 - PRV used to maintain pressure in the distribution system
1
-
-
150 mm DIA
1
-
27729
Lowering,laying and fixing charges
1
-
788
Sub Estimate No.6 - Pressure Filter
1
-
-
Item No.1 - Designing (aestheticaJJy), providing ancconstructing and commissioning Catalytic Oxidation Filter Oriline Water Treatment Plant consisting of al including cost of Providing and applying Epoy paint to inside surface of water retaining structures in contact with chlorine and pmviding treatmen Mechanical and Electrical components of variours sub-works as given below : including necessar) hydraulic testing, structural testing equipmen testing, trial run for a period of 3 months, etc cozaplete as directed by Engineer-in- charge (turn key job).
1
-
1511150
Sub Estimate No.7 - Break Pressure Tank
1
-
-
Item No.1 - Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)
1
-
-
150 MM DIA
20
-
3718
Item No.2 - 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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement 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 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.
1
-
-
The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.)
1
-
-
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.
1
-
-
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
1
-
-
The entire structure shall be in M-300 mix only.
1
-
-
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.
1
-
-
Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.
1
-
-
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.
1
-
-
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300.
1
-
-
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.
1
-
-
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.
1
-
-
for RCC ESR 26000 Litres
1
-
-
RCC INR ST.HT.
1
-
899257
Item no.3 - 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
1
-
-
150mm sluice valves - PN - 1.6 without bypass arrangement
3
-
11933
Sub Estimate No.8 - Connecting main
1
-
-
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.
1
-
-
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
1
-
-
160 mm Dia HDPE Pipe 10 Kg/sqcm
8500
-
1194
Item No.2 - Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 10251.00 (Rs. Ten thousand two hundred and fifty one only)
1
-
507450
Item No.3 - Providing double flange sluice valve confirming for IS- 14846...etc. complete
1
-
-
Sluice valves 125 mm Dia.
1
-
10251
Item No.4 - Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200 generally conforming in BS 5155, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in Teflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.
1
-
-
Sluice valves 125 mm Dia. for Washout
1
-
10251
Item No.5 - Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete.
1
-
-
Air valves 25 mm Dia
5
-
1054
Item No.6 - 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
-
-
(EARTH SOIL)
3187.5
-
150
Item No.7 - 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 back- filling, etc. complete.
1
-
-
(HARD MURRUM)
1593.75
-
192
Item No.8 - 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 area and lifts as below, stacking as directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
-
-
Soft Rock
1275
-
572
Item No.9 - 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. (Bd-A-6/259)
1
-
-
Hard Rock
637.5
-
1017
Item No.10 - Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.
956.25
-
84
Item No.11 - 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
1
-
-
160 mm Dia HDPE Pipe 10 Kg/sqcm
8500
-
116
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 joining material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
1
-
-
Sluice valves 125 mm Dia.
1
-
3570
Item No.13 - Lowering laying and jointing in position following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of sluice valves)
1
-
-
Sluice valves 125 mm Dia. for Washout
1
-
3570
Item No.14 - 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.
1
-
-
Air valves 25 mm Dia
5
-
218
Item No.15 - 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 over the shaft excluding cost of air valve and branch flanged 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.)
1
-
-
upto 150 mm on Murum & harder strata
5
-
5578
Item No.16 - Providing and laying in situ following grades of C.C. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.
1
-
-
b) 1:2:4 (M-150) grade for encasing
5.83
-
6917.47
Item No.17 - Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including 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 cm thick slab etc. complete as directed by Engineer-in-charge.
1
-
-
Size 0.90 x 0.60 x 1.20
4
-
10624
Item No.18 - 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
5628.91
-
84
Item No.19 - 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.
1
-
-
160 mm Dia HDPE Pipe 10 Kg/sqcm
8.5
-
12403
Sub Estimate No.9 - Distribution System
1
-
-
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.
1
-
-
Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form
1
-
-
63 mm dia HDPE PN 6 Pipes
8170
-
124
75 mm dia HDPE PN 6 Pipes
923
-
172
90 mm dia HDPE PN 6 Pipes
49
-
244
110 mm dia HDPE PN 6 Pipes
103
-
354
125 mm dia HDPE PN 6 Pipes
249
-
485
140 mm dia HDPE PN 6 Pipes
251
-
610
160 mm dia HDPE PN 6 Pipes
367
-
790
Item No.2 - Specials -Note - Payment of specials will be made as per rates of MJP DSR 2021/22 Total amount of providing specials include all types of Tees,bends,reducers,and End cap etc of required diameter and class for total length of lowering,laying,jointing pipes etc.will be paid and restricted to Rs 89203.00 (Rs. Eighty nine thousand two hundred and three only)
1
-
89203
Item No.3 - 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
1
-
-
Sluice valves 50 mm Dia
5
-
4198
Sluice valves 65 mm Dia
4
-
4966
Sluice valves 80 mm Dia
1
-
5132
Sluice valves 125 mm Dia
1
-
8548
Sluice valves 150 mm Dia
1
-
10251
Item No.4 - 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.
1
-
-
Air Valve 25 mm Dia
6
-
1054
Air Valve 50 mm Dia
1
-
1391
Item No.5 - 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.
1
-
-
Earth Soils
2138.81
-
150
Item No.6 - 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.
1
-
-
HMB
2138.81
-
192
Item No.7 - 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-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
-
-
Soft Rock
2138.81
-
572
Item No.8 - 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.
1
-
-
Hard Rock
1069.4
-
1017
Item No.9 - 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.
1137.6
-
84
Item No.10 - 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
1
-
-
63 mm dia HDPE PN 6 Pipes
8170
-
45
75 mm dia HDPE PN 6 Pipes
923
-
48
90 mm dia HDPE PN 6 Pipes
49
-
67
110 mm dia HDPE PN 6 Pipes
103
-
70
125 mm dia HDPE PN 6 Pipes
249
-
80
140 mm dia HDPE PN 6 Pipes
251
-
107
160 mm dia HDPE PN 6 Pipes
367
-
116
Item No.11 - Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
1
-
-
Sluice valves 50 mm Dia
5
-
833
Sluice valves 65 mm Dia
4
-
1251
Sluice valves 80 mm Dia
4
-
1738
Sluice valves 125 mm Dia
2
-
2828
Sluice valves 150 mm Dia
2
-
3570
Item No.12 - 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)
1
-
-
Air valves 25 mm Dia
6
-
218
Air valves 50 mm Dia
1
-
279
Item No.13 - Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M150 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.)
1
-
-
Foundation on Murum and Harder Strata.
1
-
-
upto 150mm
7
-
5578
Item No.14 - Providing and fixing in position M.S. air valve boxes…... etc. complete
1
-
-
For single ball air valve
7
-
2388
Item No.15 - 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)
1
-
-
a) 1:2:4 (M-150) grade for Thrust Blocks
1
-
-
b) 1:2:4 (M-150) grade for encasing
12.77
-
6917.47
Item No.16 - 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.
1
-
-
As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
12
-
10624
Item No.17 - 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
6315.39
-
84
Item No.18 - Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.
1
-
-
63 mm dia HDPE PN 6 Pipes
8.17
-
4961
75 mm dia HDPE PN 6 Pipes
0.92
-
4961
90 mm dia HDPE PN 6 Pipes
0.05
-
7442
110 mm dia HDPE PN 6 Pipes
0.1
-
7442
125 mm dia HDPE PN 6 Pipes
0.25
-
8682
140 mm dia HDPE PN 6 Pipes
0.25
-
12403
160 mm dia HDPE PN 6 Pipes
0.37
-
12403
Item No.19 - 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 stores, unloading and stacking etc. complete charges, transport to departmental as per IS-458/1988.
1
-
-
Note :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.
1
-
-
Class ‘NP-II' ( For 2.00 m. length )
1
-
-
200 mm
85
-
417
Item No.20 - 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.
85
-
129
Item No.21 - 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 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate 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. Number As directed by Engineer in Charge MORTH 801
1
-
9963
Sub Estimate No.10 - Electrification Charges
1
-
-
Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule
1
-
836020.23
Sub Estimate No.11 - Trial Run
1
-
-
Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge.
1
-
-
For single village without WTP
3
-
26244
GST
1
-
5331318
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