Directorate Of Municipal Administration Tender
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Directorate Of Municipal Administration - DMA Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date3 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 23,22,07,992
Costs
EMD
₹ 11,61,040Document Cost
₹ 4,100Tender Fee
₹ 500
Description
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Contact
Tender Id
2024_DMA_1119261_1Tender No
2246Tender Authority
Directorate Of Municipal Administration ViewPurchaser Address
-Website
http://https://mahadma.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Taking trial bores 75 to 100 mm for 53.0 to 88.9 mm core dia in rocks as specified below including all necessary materials such as oil,grease,steel boostan and such other materials as required (including conveying the material to site of work) and Preserving the core sample serially on site of work and conveying the same to HQ of concernring office as directed. Quartzite with diamond drill with Nx Bit 0 to 50 metre
25
7495
187385
... More
Providing errecting, Testing and Commissioning of 200 mm submersible pumpset on Sump with discharge of pump set 29 LPS,44 Mtr. head with 30 HP motor with Mechanical Seal
2
124233
248466
... More
Providing, errecting Glyscerine filled Pressure gauge of required range complete with syphon tube.
100 mm dia
2
1387
2774
... More
Providing and erecting L.T. Cubical board type Panel Board including all standard swithgears and suitable for Twin 30 HP pump arrangement.
1
123168
123168
... More
Providing and errecting 150 mm dia CI Glandless Sluice valves PN 1 rating.
2
16299
32598
... More
Providing and errecting 150 mm dia Reflux valves PN 1 rating without bypass arrangement.
2
15849
31698
... More
a) Providing, errecting 150 mm dia GI Drop Pipe Medium class
40
2165
86600
... More
b) Providing, errecting 40 mm dia GI Drop Pipe A class for enclosing PVC submersible cable
30
353
10615.5
... More
Providing and errecting CI Specials
550
88
48400
... More
Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.
196
171
33516
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a) Supplying, erecting & terminating XLPE armoured cable 4 core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
105.4
274
28884.87
... More
b) Providing, errecting 3 core x 10 sqmm flat flexible Submerisible cable with coper conductor.
90
450
40540.5
... More
Providing earthing with galavanised cast iron earth plate size 60 x 60 x 0.6 cm complte with all materials, testing & recording the results as per specifiction No. EA-EP
2
4949
9899.4
... More
Providing structural steel work i.e. base frame channel for pumpset & grill work etc
198
84
16635.96
... More
Supplying, installing & commissioning of SMS based ON / OFF operation of pumps at remote locations with test & trial including one year gurrenty & two year comprehensive maintenance including SIM Card & SMS Charges
1
30000
30000
... More
Providing , erecting and commissioning chain pulley block of 3 Tonne capacity ISI marked and travelling tested for 50 % overload etc complete.. - 3T Providing, erecting & testing of travelling trolley of 3 tonne capacity
1
33223
33223
... More
Providing and erecting outdoor and indoor electrification at head works site
1
20467
20467
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Providing errecting, Testing and Commissioning of 200 mm submersible pumpset on Sump with discharge of pump set 35 LPS,37 Mtr. head with 30 HP motor with Mechanical Seal & TPI
2
133974
267949
... More
Providing, errecting Glyscerine filled Pressure gauge of required range complete with syphon tube.
100 mm dia
2
1429
2859.72
... More
Providing and erecting L.T. Cubical board type Panel Board including all standard swithgears and suitable for Twin 30 HP pump arrangement.
1
140182
140182
... More
Providing and errecting 150 mm dia CI Glandless Sluice valves PN 1 rating.
2
16698
33397.6
... More
Providing and errecting 150 mm dia Reflux valves PN 1 rating without bypass arrangement.
2
16248
32497.6
... More
a) Providing, errecting 150 mm dia GI Drop Pipe Medium class
40
2165
86600
... More
b) Providing, errecting 40 mm dia GI Drop Pipe A class for enclosing PVC submersible cable
30
370
11121
... More
Providing and errecting CI Specials
550
88
48400
... More
Providing, fabricating, erecting, M.S. Flanges sleepon type of required size and thickness with both side machined as per detailed specification and approved layout of flowmeters & size mentioned by the department.
180
171
30780
... More
a) Supplying, erecting & terminating XLPE armoured cable 4 core 25 sq. mm. aluminium conductor with continuous 5.48 sq. mm. (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
100
287
28710
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b) Providing, errecting 3 core x 10 sqmm flat flexible Submerisible cable with coper conductor.
80
471
37752
... More
Providing earthing with galavanised cast iron earth plate size 60 x 60 x 0.6 cm complte with all materials, testing & recording the results as per specifiction No. EA-EP
2
5185
10370.8
... More
Providing structural steel work i.e. base frame channel for pumpset & grill work etc
190
84
15963.8
... More
Supplying, installing & commissioning of SMS based ON / OFF operation of pumps at remote locations with test & trial including one year gurrenty & two year comprehensive maintenance including SIM Card & SMS Charges Providing , erecting and commissioning chain pulley block of 3 Tonne capacity ISI marked and travelling tested for 50 % overload etc complete.. - 3T
1
30000
30000
... More
Providing and erecting outdoor and indoor electrification at head works site
1
20901
20901
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Providing, of D.I. K-7/K-9 pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GSTlevied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets. DI K-9 Pipes 250 mm Dia
4415
3511
15501065
... More
Providing and supplying in standard lengths Polyethylene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint , including all statutory duties and taxes such as GST levied by GOI & GOM in all respect , transportation & freight charges , inspection charges , loading / unloading charges , conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains , etc. complete. HDPE (PE-100/ PN-6)
1
1
1
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Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete. As per IS 9523
10131.42
153
1550107.26
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For all types of specials, bends, tees etc. 80 to 300mm dia
1
1
1
... More
Providing and supplying ISI standard MS specials of required thicknesswith 3 coats ofapproved make epoxy paint (Shalimar, Cibao rMahindra & Mahindra make)f rom inside and out side excluding all statutory duties & taxes such as GSTl evied by GOI & GO Minall respect, inspection charges,transportation tostores/site,and stacking, etc. complete.
1
1
1
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For all types of specials, bends, tees etc.
1
1
1
... More
Only flanges with machining and drilling holes,etc. complete more than40 mm thick
1977.16
98
193761.68
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Plain ended specials or plain ended branch flanged specials of all diameters
5931.53
95
563495.35
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
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I) Sluice Valves PN 1.0
1
1
1
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Diameter in mm
1
1
1
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250 mm dia
4
39799
159196
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Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
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1. C.I. ARV FLFF PN 1.6 80mm Dia.
6
15892
95352
... More
Supply of CI Mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower giands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993)
1
1
1
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250 mm dia
221
2914
643994
... More
Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling
8
8653
69224
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Excavation for foundation/pipetrenchesin earth, soils of all types, sand, gravelandsoftmurum, including removing the excavated material upto a distance of 50 metre sand lifts as below, stacking and spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1510.49
181
274153.94
... More
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. (Bd-A-4/259) UPTO 1.5 M Depth
1078.92
691
746504.75
... More
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 as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. UPTO 1.5 M Depth
863.13
232
200332.47
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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 bolow, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
863.13
1230
1062426.72
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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 complete.
562.91
101
56966.49
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Cutting and chamfering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer in charge (For all class of pipes)
736
178
131155.2
... More
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in oundation 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)
25
9266
231658.5
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Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306)
2
88749
177498.2
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DI PIPE Lowering laying and jointing with SBR rubber gasket DI/C.I. S/S pipes of various classes with CI/MS specials of following diameter in proper positon, grade and alignment as directed by Engineer- in -charge including conveyence of material from stroes to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete.
4415
202
893596
... More
Hydraulic testing of C.I./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 using water supplied by the contractor.
4.42
22348
98669.51
... More
VALVES Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of alll abour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 250 mm dia.
4
5962
23848
... More
Lowering, layingandfixing in proper alignment and positionallty pes of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from store sto site o f work,cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
6
564
3385.8
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ROAD BOX 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 225 mm x 300 mm (40 kg)
6
1901
11411.4
... More
CHAMBER Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion 12mm thick cement plaster in CM 1:4 proportion on both sides and providing and fixing frame and cover etc. complete as directed by Engineer-in-charge Valve chamber with precast steel fibre reinforced concrete (SFRC) frame and cover 1.0 X 1.0 m internal size and depth up to 1.2m
4
51035
204140
... More
FILLING IN TRENCHES 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.
3536.14
101
357857.37
... More
Filling in plinth and floors/trenches with contractor's murrum for bedding in 15 cm to 20 cm layers including watering and compaction and royalty charges etc complete.
1
1
1
... More
Disposing surplus excavated material at the lead of 5 km as directed.
779.52
414
322736.87
... More
Disposing surplus excavated material at the lead of 10 km as directed.
1
1
1
... More
Disposing surplus excavated material at the lead of 15 km as directed.
1
1
1
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Dewatering :- Dewatering the excavated trenches and pools of water in the building trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge
1
1
1
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BARRICATING Providing Heavy Duty Fibre Glass Reinforced Plastic Temporary Barricade of 1.75 m hight, with base width
of 430 mm as a provision to accept water ballasting of 101 Itrs-110 Ltrs approx. and arrangement for traffic
diversion such as traffic signals during construction at site, for day and night as per requirement. The raw
material shall be UV stabilized Linear Low Density Polyethylene and should meet the requirements stipulated in standard IS: 10146-1982, IS:10141-1982 and should also comply to FDA:CFR Title 21.177.1520. Olefin Polymers , with specific FRP Grade 300-104 reinforced during moulding process to the permissible extent for improved impact strength. Qualification Criteria: For qualifying the sample , few tests shall be performed at Government Lab OR NABL Accredited Lab on Site Safety Fence sample, failure or deviations in test results of sample shall be disqualified.The tests and qualifying results are as under, (a) tensile strength at yield by ASTM D 638 =20.93 mPA, (b) Elongation at break ASTM D 638 = 121.66 mPA (c) Flexural Modulus ASTM D 790 = 633.76 mPA (d) Izod Impact Strenth (Notched) ASTM D 256 = 4.41Kilogram/ Square Metre (e) Izod Impact Strenth (Un-Notched) ASTM D 256 = 67.04Kilogram/ Square Metre (f) Drop Impact strength
25KilogramLoad from 1 m, 2 m & 5m height the weight of empty single Rotomoulded Plastic Barricade
without water ballasting shall be 34 Kilograms approx. & total weight after water allasting shall be 135
Kilograms -140 Kilograms
1
1
1
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5 Kilograms (tolarance)The main Barricade body of hight 1750 mm approx is connected with the Extension body through 4 set of nut bolt washers .extenstion body through 4 set of nut bolt washers. Extension body is designed with 9 Nos kiss offs on rear side; the dimension of Extension body are 1500 mm (length),70 mm (width),250 mm (effetive height after fixing ) & dimension of its male collarare 1420 mm (length),25 mm (width),30 mm approx ( height), it is inserted in U groove provisioned on top of main body Barricade Model for interlconnecting.the minimum thickness of all over surface of plastic barricaed shall be 5 mm +/- 20%.the rear bottam shall have to provision to fix two brackets at both end in corner for anchoring purpose .each rear bracket is constructed through rod of Dia.60 mm with curvature welded with MS strip of 3 mm thick ,50 mm width and 90 mm length at its top and base ,effective bracket shall be 410 mm approx. the anchoring hole in each bracket shall be 18 mm dia. for routine the MS bolts of 16 mm thickness and 150 mm length with sharp pointed edge at one end .the upper part of each bracket shall have a slot size of 30 mm x 10 mm for connecting it with barracade model through bolts.similarly front bracket for site safety fence is 3 mm thick , 50 mm width, feective height after single bend is 230 mm and anchoring in each bracket shall be dia 18 mm unique safety feature for firm gripping to prevent from displacement and falling when inter connected even without water filling . There shall be 7 no's premoulded inserts on site Safety Fence for following application: 2no's for safety latches interconnectivity, 2 no's for for 725 mm height (LT Type juesy barrer ) empty weight 6.67 kilogram /Rgm, weight full : 35.89 kilogram / Rgm Aprox . (after water / sand filling)
220.75
2030
448254.95
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Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 300 mm dia.
1
6816
6816.7
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Item No.- 1 :- Designing (aesthetically), providing, constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing anti-termite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineerin-charge (turn-key job). 1) Aeration Fountain - Plan area not less than 0.625 square metre per MLD
2) Ventury Flume - With necessary devices, consisting of simple mechanical
indicator. (Pedestal type gauge) 3) Flash Mixer - Rapid mixing device,
detention time 60 seconds to give velocity gradient 300 to 400 sec-1, vane mixer type conforming to I.S. 7090 of 1985. 4) Flocculator - Conforming to I.S. 72081974 (Type-C) with detention period of 30 minutes.
1
1
1
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5) Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 103131982. 6) Rapid Sand Filters and Filter House -Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for large rplants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width. a) Filter Sand - Effective size 0.45 to 0.70 mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75 M, free board 50 cm, gravel 0.45 M in depth, sand and gravel conforming to I.S. 8491(i)-77, backwash by air wash, standard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc. b) Wash Water Tank - Capacity to be specified and suitable to supply water to wash 2 filter units at a time where the units are 4 or more. c) Wash Water Pumps - Capacity to fill water tank in 1 hour with 100% standby. d) Air Blowers - Capable of delivering 600
1
1
1
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LMP per square metre of free air, of filter area at 0.4 kg/sqcm at the underdrains (100% standby). 7) Chemical House in Two Storeys a) Ground floor to accommodate 7 days' alum requirement and sundry storage. b) First floor to accommodate alum and lime tanks. etc. c) Solution tanks - Minimum 3 tanks (one for preparation, second for dosing and third as standby), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30 M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979. 8) Pure Water Sump and Sump House. a) Capacity of sump - One hour of designed flow. b) Pump House - Pump house of required size over the sump or by the side. 9) Store House - Suitable for alum storage of three months' requirement in monsoon with 10% extra capacity for other sundry articles. 10) Vacuum feed type Chlorinators - Make to be approved by MJP. a) Conforming to I.S. 10533 - A Part-II 1983. b) Rate for withdrawal Temperature Kg. of Chlorine discharge Degree 'C' per day (Cylinders)
1
1
1
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45 67 Tonnes
10 6.35 9.50 110
15 10.75 16.10 130
20 14.50 21.24 254
27&Above 18.70 28.12 315 c) Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983. d) 100% standby shall be provided. 11) By pass arrangements - C.I. or M.S. pipes. 12) Drainage arrangements - RCC pipes upto plot boundary. 13) Electrical installation - Both internal and external including entire plant area. 14) Laboratory equipment - As per requirement (to be specified during
tendering). 15) Sanitary blocks - Carpet area - 15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld. 16) Administrative block and internal road -To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all
units from main gate of plot. 17) Rates given below are inclusive of uplift
1
1
1
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pressure if any and dewatering during entire work. 18) These rates are applicable for seismic zones 2, 3 and 4. 19) All RCC structures shall be constructed in M-300. 20) Upto 5 MLD WTP , 100 kg. & for above
5MLD WTP , 900 kg. Chlorine Tonner supply shall be provided.
21) i) Glandless valves shall be provided. ii) Stainless steel railing shall be provided. (32 mm dia.(SS316) as per relevant standard ) iii) All WTP & its components outside faces shall be painted by Acrylic Emulsion with silicon additives paint only. iv) Ceramic tiles shall be provided for flooring and Dado.
Note : Conditions from Sr. No.1 to 21 shall form a part and parcel of the tender and must be included in draft tender papers of conventional treatment plants.
1
1
1
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WTP 3.0 mld
1
1
1
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Up to 5 MLD Rate 47.22 Per MLD
1
1
1
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For 3 MLD Rate
1
1
1
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Total
1
1
1
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Add 10% of MMRDA Area
1
1
1
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3. MLD Sub Total
1
15582600
15582600
... More
Compund Wall and Gate For WTP Campus
200
15518
3103600
... More
Approach Road 3 m Width
20
9924
198480
... More
Recirculation Sump For 0.4 MLD WTP
1
4009780
4009780
... More
Recirculation sump Sewerage Pump station mechanical and eletrical work
1
536556
536556
... More
Rate Analysis
1
1
1
... More
Sand Lead Charges 65 km
300.3
1050
315543.23
... More
Concrete Qty 3.0 MLD - 667.323 M3 Qty for WTP
1
1
1
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fot 3.0 MLD 300.3 M3
1
1
1
... More
for Sand Qty 45% of Concrete Qty 300.30 M3 X 779.97
1
1
1
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Metal Lead Charges 11 km
367.03
117
43210.44
... More
Concrete Qty 3.0 MLD -11622.54 M3 Qty for WTP
1
1
1
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fot 3.0 MLD 367.03 M3
1
1
1
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for Metal Qty 55% of Concrete Qty 367.03 M3 X 92.93
1
1
1
... More
Providing, of D.I. K-7/K-9 pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GSTlevied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.
1
1
1
... More
200 mm Dia
55
2607
143385
... More
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete. As per IS 9523
1
1
1
... More
80 to 300mm dia
937.16
153
143385.48
... More
Providing and supplying ISI standard MS specials of required thicknesswith 3 coats ofapproved make epoxy paint (Shalimar, Cibao rMahindra & Mahindra make)f rom inside and out side excluding all statutory duties & taxes such as GSTl evied by GOI & GO Minall respect, inspection charges,transportation tostores/site,and stacking, etc. complete. For all types of specials, bends, tees etc.
1
1
1
... More
Only flanges with machining and drilling holes,etc. complete more than40 mm thick
18.29
98
1792.42
... More
Plain ended specials or plain ended branch flanged specials of all diameters
54.87
95
5212.65
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
... More
200 mm dia
1
26741
26741
... More
Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
... More
1. C.I. ARV FLFF PN 1.6 80mm Dia.
1
17807
17807
... More
Supply of CI Mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower giands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993)
1
1
1
... More
200 mm dia
2
1818
3636
... More
Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling
1
1
1
... More
200 mm dia.
2
6540
13080
... More
Excavation for foundation/pipetrenchesin earth, soils of all types, sand, gravelandsoftmurum, including removing the excavated material upto a distance of 50 metre sand lifts as below, stacking and spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
1
1
... More
Lift 0 to 1.5 m
16.94
181
3074.61
... More
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. (Bd-A-4/259) UPTO 1.5 M Depth
12.1
691
8371.99
... More
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 as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. UPTO 1.5 M Depth
9.68
232
2246.73
... More
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 bolow, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
1
1
1
... More
Lift 0 to 1.5 m
9.68
1230
11915.11
... More
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 complete.
6.6
101
667.92
... More
Cutting and chamfering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer in charge (For all class of pipes)
1
1
1
... More
200 mm dia
9
124
1118.7
... More
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in oundation 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
1
1
... More
M25 for RCC
1
9266
9266.34
... More
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306)
1
1
1
... More
Tor Steel
0.1
88749
8874.91
... More
DI PIPE Lowering laying and jointing with SBR rubber gasket DI/C.I. S/S pipes of various classes with CI/MS specials of following diameter in proper positon, grade and alignment as directed by Engineer- in -charge including conveyence of material from stroes to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete.
1
1
1
... More
200 mm
55
154
8470
... More
Hydraulic testing of C.I./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 using water supplied by the contractor.
1
1
1
... More
200 mm
0.06
17155
943.56
... More
VALVES Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of alll abour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
1
1
1
... More
200 mm dia
1
4576
4576
... More
Lowering, laying and fixing in proper alignment and positionallty pes of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from store sto site o f work,cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
1
1
1
... More
80mm Dia.
1
564
564.3
... More
ROAD BOX 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
1
1
1
... More
100 mm x 225 mm (20 kg)
1
1901
1901.9
... More
CHAMBER Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion 12mm thick cement plaster in CM 1:4 proportion on both sides and providing and fixing frame and cover etc. complete as directed by Engineer-in-charge Valve chamber with precast steel fibre reinforced concrete (SFRC) frame and cover
1
1
1
... More
1.0 X 1.0 m internal size and depth up to 1.2m
1
51035
51035
... More
FILLING IN TRENCHES 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.
40.07
101
4055.08
... More
Disposing surplus excavated material at the lead of 5 km as directed.
8.33
414
3448.79
... More
Dewatering :- Dewatering the excavated trenches and pools of water in the building trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge
360
97
35244
... More
BARRICATING Providing Heavy Duty Fibre Glass Reinforced Plastic Temporary Barricade of 1.75 m hight, with base width
of 430 mm as a provision to accept water ballasting of 101 Itrs-110 Ltrs approx. and arrangement for traffic
diversion such as traffic signals during construction at site, for day and night as per requirement. The raw
material shall be UV stabilized Linear Low Density Polyethylene and should meet the requirements stipulated in standard IS: 10146-1982, IS:10141-1982 and should also comply to FDA:CFR Title 21.177.1520. Olefin Polymers , with specific FRP Grade 300-104 reinforced during moulding process to the permissible extent for improved impact strength. Qualification Criteria: For qualifying the sample , few tests shall be performed at Government Lab OR NABL Accredited Lab on Site Safety Fence sample, failure or deviations in test results of sample shall be disqualified.The tests and qualifying results are as under, (a) tensile strength at yield by ASTM D 638 =20.93 mPA, (b) Elongation at break ASTM D 638 = 121.66 mPA (c) Flexural Modulus ASTM D 790 = 633.76 mPA (d) Izod Impact Strenth (Notched) ASTM D 256 = 4.41Kilogram/ Square Metre (e) Izod Impact Strenth (Un-Notched) ASTM D 256 = 67.04Kilogram/ Square Metre (f) Drop Impact strength
25KilogramLoad from 1 m, 2 m & 5m height the weight of empty single Rotomoulded Plastic Barricade
without water ballasting shall be 34 Kilograms approx. & total weight after water allasting shall be 135
Kilograms -140 Kilograms
1
1
1
... More
5 Kilograms (tolarance)The main Barricade body of hight 1750 mm approx is connected with the Extension body through 4 set of nut bolt washers .extenstion body through 4 set of nut bolt washers. Extension body is designed with 9 Nos kiss offs on rear side; the dimension of Extension body are 1500 mm (length),70 mm (width),250 mm (effetive height after fixing ) & dimension of its male collarare 1420 mm (length),25 mm (width),30 mm approx ( height), it is inserted in U groove provisioned on top of main body Barricade Model for interlconnecting.the minimum thickness of all over surface of plastic barricaed shall be 5 mm +/- 20%.the rear bottam shall have to provision to fix two brackets at both end in corner for anchoring purpose .each rear bracket is constructed through rod of Dia.60 mm with curvature welded with MS strip of 3 mm thick ,50 mm width and 90 mm length at its top and base ,effective bracket shall be 410 mm approx. the anchoring hole in each bracket shall be 18 mm dia. for routine the MS bolts of 16 mm thickness and 150 mm length with sharp pointed edge at one end .the upper part of each bracket shall have a slot size of 30 mm x 10 mm for connecting it with barracade model through bolts.similarly front bracket for site safety fence is 3 mm thick , 50 mm width, feective height after single bend is 230 mm and anchoring in each bracket shall be dia 18 mm unique safety feature for firm gripping to prevent from displacement and falling when inter connected even without water filling . There shall be 7 no's premoulded inserts on site Safety Fence for following application: 2no's for safety latches interconnectivity, 2 no's for for 725 mm height (LT Type juesy barrer ) empty weight 6.67 kilogram /Rgm, weight full : 35.89 kilogram / Rgm Aprox . (after water / sand filling)
2.75
2030
5584.15
... More
Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line. (The number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores.) 300 mm dia.
1
6816
6816.7
... More
Providing, of D.I. K-7/K-9 pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GSTlevied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store, unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / revision with amendments for Rubber Gaskets.
1
1
1
... More
150 mm Dia
4771
1686
8043906
... More
200 mm Dia
1051
2236
2350036
... More
300 mm Dia
2192
3571
7827632
... More
350 mm dia
1073
4465
4790945
... More
400 mm dia
8
5328
42624
... More
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete. As per IS 9523 For all types of specials, bends, tees etc.
1
1
1
... More
80 to 300mm dia
7253.13
153
1109728.58
... More
Above 300
2598.69
186
483356.34
... More
Providing and supplying ISI standard MS specials of required thicknesswith 3 coats ofapproved make epoxy paint (Shalimar, Cibao rMahindra & Mahindra make)f rom inside and out side excluding all statutory duties & taxes such as GSTl evied by GOI & GO Minall respect, inspection charges,transportation tostores/site,and stacking, etc. complete. For all types of specials, bends, tees etc.
1
1
1
... More
Only flanges with machining and drilling holes,etc. complete more than40 mm thick
2940.71
98
288189.58
... More
Plain ended specials or plain ended branch flanged specials of all diameters
8822.12
95
838101.4
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
... More
150 mm dia
5
16849
84245
... More
200 mm dia
1
26741
26741
... More
300 mm dia
2
63505
127010
... More
Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
... More
80mm Dia.
12
17807
213684
... More
100mm Dia.
1
21904
21904
... More
Supply of CI Mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower giands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993)
1
1
1
... More
150 mm dia
80
1593
127440
... More
200 mm dia
18
1818
32724
... More
300 mm dia
37
3729
137973
... More
350 mm dia
18
4597
82746
... More
400 mm dia
1
7154
7154
... More
Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete. MJ Collar/Coupling
1
1
1
... More
100 mm dia.
2
2990
5980
... More
150 mm dia.
10
3658
36580
... More
200 mm dia.
2
6540
13080
... More
300 mm dia.
4
11215
44860
... More
Excavation for foundation/pipetrenchesin earth, soils of all types, sand, gravelandsoftmurum, including removing the excavated material upto a distance of 50 metre sand lifts as below, stacking and spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
1
1
... More
Lift 0 to 1.5 m
3074.54
181
558029.01
... More
Lift 1.5 to 3.0 m
0.14
198
27.72
... More
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. (Bd-A-4/259) UPTO 1.5 M Depth
2196.1
691
1519481.59
... More
Lift 1.5 to 3.0 m
0.1
722
72.27
... More
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 as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. UPTO 1.5 M Depth
1756.88
232
407771.85
... More
Lift 1.5 to 3.0 m
0.08
248
19.89
... More
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 bolow, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
1
1
1
... More
Lift 0 to 1.5 m
1756.88
1230
2162543.59
... More
Lift 1.5 to 3.0 m
0.08
1261
100.94
... More
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 complete.
1112.88
101
112623.46
... More
Cutting and chamfering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer in charge (For all class of pipes)
1
1
1
... More
150 mm Dia
795
99
78705
... More
200 mm dia
175
124
21752.5
... More
300 mm dia
365
212
77489.5
... More
350 mm dia
179
217
38986.2
... More
400 mm dia
1
276
276.1
... More
Open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc. as may be necessary and fixing and removal complete. (Measurements to be taken of the face/area timbered) (N.B.O. Item No. 4.15, P. No. 59) for 1.5 to 3.0 m water logged area
518.88
282
146687.38
... More
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in oundation 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
1
1
... More
M25 for RCC
45
9266
416985.3
... More
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306)
1
1
1
... More
Tor Steel
4
88749
354996.4
... More
DI PIPE Lowering laying and jointing with SBR rubber gasket DI/C.I. S/S pipes of various classes with CI/MS specials of following diameter in proper positon, grade and alignment as directed by Engineer- in -charge including conveyence of material from stroes to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete.
1
1
1
... More
With Rubber Rings Diameter in mm
1
1
1
... More
150 mm dia.
4771
118
566794.8
... More
200 mm dia.
1051
154
161854
... More
300 mm dia.
2192
226
496707.2
... More
350 mm dia.
1073
278
298615.9
... More
400 mm dia.
8
342
2736.8
... More
Hydraulic testing of C.I./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 using water supplied by the contractor.
1
1
1
... More
150 mm dia.
4.77
13062
62321.19
... More
200 mm dia.
1.05
17155
18030.54
... More
300 mm dia.
2.19
25181
55197.19
... More
350 mm dia.
1.07
30690
32930.37
... More
400 mm dia.
18
38086
685555.2
... More
VALVES Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of alll abour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
1
1
1
... More
150 mm dia
5
4397
21989
... More
200 mm dia
1
4576
4576
... More
300 mm Dia
2
6183
12366.2
... More
Lowering, laying and fixing in proper alignment and positionallty pes of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from store sto site o f work,cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
1
1
1
... More
80mm Dia.
12
564
6771.6
... More
100mm Dia.
1
620
620.4
... More
ROAD BOX 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
1
1
1
... More
100 mm x 225 mm (20 kg)
12
1901
22822.8
... More
225 mm x 300 mm (40 kg)
1
3748
3748.8
... More
CHAMBER Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion 12mm thick cement plaster in CM 1:4 proportion on both sides and providing and fixing frame and cover etc. complete as directed by Engineer-in-charge Valve chamber with precast steel fibre reinforced concrete (SFRC) frame and cover 1.0 X 1.0 m internal size and depth up to 1.2m
8
51035
408280
... More
FILLING IN TRENCHES 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.
7295.6
101
738314.72
... More
Disposing surplus excavated material at the lead of 5 km as directed.
1489.2
414
616558.58
... More
Dewatering :- Dewatering the excavated trenches and pools of water in the building trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge
3000
97
293700
... More
BARRICATING Providing Heavy Duty Fibre Glass Reinforced Plastic Temporary Barricade of 1.75 m hight, with base width
of 430 mm as a provision to accept water ballasting of 101 Itrs-110 Ltrs approx. and arrangement for traffic
diversion such as traffic signals during construction at site, for day and night as per requirement. The raw
material shall be UV stabilized Linear Low Density Polyethylene and should meet the requirements stipulated in standard IS: 10146-1982, IS:10141-1982 and should also comply to FDA:CFR Title 21.177.1520. Olefin Polymers , with specific FRP Grade 300-104 reinforced during moulding process to the permissible extent for improved impact strength. Qualification Criteria: For qualifying the sample , few tests shall be performed at Government Lab OR NABL Accredited Lab on Site Safety Fence sample, failure or deviations in test results of sample shall be disqualified.The tests and qualifying results are as under, (a) tensile strength at yield by ASTM D 638 =20.93 mPA, (b) Elongation at break ASTM D 638 = 121.66 mPA (c) Flexural Modulus ASTM D 790 = 633.76 mPA (d) Izod Impact Strenth (Notched) ASTM D 256 = 4.41Kilogram/ Square Metre (e) Izod Impact Strenth (Un-Notched) ASTM D 256 = 67.04Kilogram/ Square Metre (f) Drop Impact strength
25KilogramLoad from 1 m, 2 m & 5m height the weight of empty single Rotomoulded Plastic Barricade
without water ballasting shall be 34 Kilograms approx. & total weight after water allasting shall be 135
Kilograms -140 Kilograms
1
1
1
... More
5 Kilograms (tolarance)The main Barricade body of hight 1750 mm approx is connected with the Extension body through 4 set of nut bolt washers .extenstion body through 4 set of nut bolt washers. Extension body is designed with 9 Nos kiss offs on rear side; the dimension of Extension body are 1500 mm (length),70 mm (width),250 mm (effetive height after fixing ) & dimension of its male collarare 1420 mm (length),25 mm (width),30 mm approx ( height), it is inserted in U groove provisioned on top of main body Barricade Model for interlconnecting.the minimum thickness of all over surface of plastic barricaed shall be 5 mm +/- 20%.the rear bottam shall have to provision to fix two brackets at both end in corner for anchoring purpose .each rear bracket is constructed through rod of Dia.60 mm with curvature welded with MS strip of 3 mm thick ,50 mm width and 90 mm length at its top and base ,effective bracket shall be 410 mm approx. the anchoring hole in each bracket shall be 18 mm dia. for routine the MS bolts of 16 mm thickness and 150 mm length with sharp pointed edge at one end .the upper part of each bracket shall have a slot size of 30 mm x 10 mm for connecting it with barracade model through bolts.similarly front bracket for site safety fence is 3 mm thick , 50 mm width, feective height after single bend is 230 mm and anchoring in each bracket shall be dia 18 mm unique safety feature for firm gripping to prevent from displacement and falling when inter connected even without water filling . There shall be 7 no's premoulded inserts on site Safety Fence for following application: 2no's for safety latches interconnectivity, 2 no's for for 725 mm height (LT Type juesy barrer ) empty weight 6.67 kilogram /Rgm, weight full : 35.89 kilogram / Rgm Aprox . (after water / sand filling)
454.75
2030
923415.35
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Bageshwari ESR
1
4727659
4727659.86
... More
ESR-312000 L
STG. HT-12
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
48.33
1050
50783.23
... More
Metal Lead Charges for 6 km
85.92
117
10115.36
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
16
3718
59488
... More
150 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
42
3718
156156
... More
150 mm Dia 8 mm thk outlet pipe
16
3718
59488
... More
250 mm Dia 8 mm thk outlet pipe
16
6457
103312
... More
200 mm Dia 8 mm thk 0verflow Pipe
16
4757
76112
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
57.48
1259
72396.06
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
4
16849
67396
... More
200 mm dia
1
26741
26741
... More
250 mm dia
1
47375
47375
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
300
153
45900
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
25
22223
555582.5
... More
Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the Department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete.
265000
1
386900
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Bajar Samiti ESR
1
5207835
5207835.12
... More
ESR-322000 L
STG. HT-16
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
99.45
1050
104498.08
... More
Metal Lead Charges for 6 km
176.8
117
20814.66
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
21
3718
78078
... More
150 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
31
3718
115258
... More
250 mm Dia 8 mm thk outlet pipe
21
6457
135597
... More
300 mm Dia 8 mm thk 0verflow Pipe
26
8125
211250
... More
MJP SSR 2023-24 Sec-I(I) Item no.11Page no.72
1
1
1
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
58.11
1259
73187.66
... More
(MJP SSR 2023-24, Sec-I-(XVI) Item No-25, Pg-190)
1
1
1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
3
16849
50547
... More
200 mm dia
1
1
1
... More
250 mm dia
1
47375
47375
... More
(MJP SSR 2023-24, Sec-I-(XII) Item No-24, Pg-159)
1
1
1
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
1
1
1
... More
A) 80 to 300 mm Dia
360
153
55080
... More
(MJP SSR 2023-24, Sec-I-1-7, Pg-70)
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
1
1
1
... More
8 mm to 20 mm
17
22223
377796.1
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Mhasa Road ESR
1
5536614
5536614.01
... More
ESR-299000 L
STG. HT-20
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
92.25
1050
96932.61
... More
Metal Lead Charges for 6 km
164
117
19307.72
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
26
3718
96668
... More
200 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
36
4757
171252
... More
250 mm Dia 8 mm thk outlet pipe
26
6457
167882
... More
300 mm Dia 8 mm thk 0verflow Pipe
31
8125
251875
... More
Corrigendum-11 Dt. 19.08.2022
1
1
1
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
69.89
1259
88022.68
... More
(MJP SSR 2023-24, Sec-I-(XVI) Item No-25, Pg-190)
1
1
1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
1
16849
16849
... More
200 mm dia
2
26741
53482
... More
250 mm dia
1
47375
47375
... More
(MJP SSR 2023-24, Sec-I-(XII) Item No-24, Pg-159)
1
1
1
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
1
1
1
... More
A) 80 to 300 mm Dia
450
153
68850
... More
(MJP SSR 2023-24, Sec-I-10, Pg-71)
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
1
1
1
... More
8 mm to 20 mm
30
22223
666699
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Shastri Nagar ESR
1
3640192
3640192.34
... More
ESR-113000 L
STG. HT-24
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
52.92
1050
55606.22
... More
Metal Lead Charges for 6 km
94.08
117
11076.04
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
25
3718
92950
... More
150 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
35
3718
130130
... More
200 mm Dia 8 mm thk outlet pipe
25
4757
118925
... More
250 mm Dia 8 mm thk 0verflow Pipe
30
6457
193710
... More
Corrigendum-11 Dt. 19.08.2022
1
1
1
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
58.89
1259
74176.62
... More
(MJP SSR 2023-24, Sec-I-(XVI) Item No-25, Pg-190)
1
1
1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
3
16849
50547
... More
200 mm dia
1
26741
26741
... More
300 mm dia
1
1
1
... More
(MJP SSR 2023-24, Sec-I-(XII) Item No-24, Pg-159)
1
1
1
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
1
1
1
... More
A) 80 to 300 mm Dia
360
153
55080
... More
(MJP SSR 2023-24, Sec-I-10, Pg-71)
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
1
1
1
... More
8 mm to 20 mm
9.17
22223
203787.66
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Lambachi Wadi ESR
1
2254904
2254904.16
... More
ESR-69000 L
STG. HT-17
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
18.86
1050
19812.08
... More
Metal Lead Charges for 6 km
33.52
117
3946.31
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
22
3718
81796
... More
150 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
32
3718
118976
... More
150 mm Dia 8 mm thk outlet pipe
22
3718
81796
... More
200 mm Dia 8 mm thk 0verflow Pipe
27
4757
128439
... More
Corrigendum-11 Dt. 19.08.2022
1
1
1
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
52.77
1259
66463.82
... More
(MJP SSR 2023-24, Sec-I-(XVI) Item No-25, Pg-190)
1
1
1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
4
16849
67396
... More
200 mm dia
1
1
1
... More
300 mm dia
1
1
1
... More
(MJP SSR 2023-24, Sec-I-(XII) Item No-24, Pg-159)
1
1
1
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
1
1
1
... More
A) 80 to 300 mm Dia
270
153
41310
... More
(MJP SSR 2023-24, Sec-I-10, Pg-71)
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
1
1
1
... More
8 mm to 20 mm
3.27
22223
72670.19
... More
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 distance for ESR having Ca- pacity upto 500 Cum. and not more than 6 m c/c distance 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 of the surplus stuff within a lead of 50 meters, all labour and material charges including lower- ing, 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, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staircase from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. 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 epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and givingsatisfactory 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
1
1
... More
Note-
1
1
1
... More
1) The design of the structure be in accordance with relevant IS 3370-1965 or revised code
1
1
1
... More
2) The design shall satisfy the stipulations as per IS 1893/1984 & IS 13920/1993 for seismic force & IS 11682/1985 for RCC stagging of overhead tanks
1
1
1
... More
3) For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatory
1
1
1
... More
4) The entire structure shall be constructed in M300 only
1
1
1
... More
5) Plain round mild steel bars grade-I confirming to IS 432, part-I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used. Grade-II mild steel bars will not be allowed
1
1
1
... More
6) Irresctive of the type of foundation proposed in the design, one set of bracing be provided at the ground level
1
1
1
... More
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.
1
1
1
... More
8) Stagging shall have to be designed with stress of M-250 for ESR. However all RCC construction should be done in M-300
1
1
1
... More
9) The rates are including the cost of uplift pressure if any and entire dewatering during execution. Incase of waterlogging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition
1
1
1
... More
10) All conditions given in the Member Secretary's Circular No. MJP/TS-1/350/1668 dated 02-08-1997 & MJP/S-1/350/2127 dated 13-07-1999 shall be strictly followed and additional cost of any due to these conditions is included in the rate mentioned below.
1
1
1
... More
11) 75% part rate shall be payable for reinfocement concrete & plastering items of container of ESR till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete
1
1
1
... More
12) The rate indicated are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflows and bypass arrangements. The scope of work however and includes cost of errecting, laying & jointing of pipes & valves including cost of jointing material up to 5m beyond outer face of outermost column
1
1
1
... More
13) 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.
1
1
1
... More
14) Below mentioned rates are for foundation, with individual footing with bearing capacity of 20 tonnes per sqm. For raft foundation, these rates shall be increased by 7.5% where SBC is 5T/sqm and by 5% where SBC is more than 5T/Sqm & up to 10T/Sqm. This% of 5% or 7.5% is applicable for estimation of amount of L.S. item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete & steel be paid as per relevant DSR items
1
1
1
... More
15) The rates shall be increased by 30% for bearing piles up to depth of 10m & for increased in depth by 5m each, it shall be increased by another 10%. The rates are applicable where raft is not feasible for pile foundations sulphate resistant cement shal only be used. SIngle pile for the column is not permitted. Group of pilies shall be designed with pile cap for each column of ESR
1
1
1
... More
16) 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
1
1
1
... More
12 to 16 M staging - 2% per metre
1
1
1
... More
16 to 20 M staging - 3% per metre
1
1
1
... More
20 M and above - 4% per metre
1
1
1
... More
For 17 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 & 17 M --- 1 x 3% = 3% Total = 11%
1
1
1
... More
For 21 M staging height, percentage calculation will be like below :
1
1
1
... More
12 to 16 M --- 4 x 2 = 8%
1
1
1
... More
16 to 20 M --- 4 x 3% = 12%
1
1
1
... More
20& 21 M --- 1 x 4% = 4% Total = 24%
1
1
1
... More
17) 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).
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS - 13620-993 specification for a thickness of 175 (+_ 50) microns including extra cost on account of careful handling,extra cost on account of using PVC coated binding wire instead of GI wire extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard @ kalmaboli to plant at Daman and Plant at Daman to work site by trailer, loading, unloading including all taxes (Central and Local) etc. complete.
1
1
1
... More
This rate includes following
1
1
1
... More
a) The pile foundation depth up to 20m
1
1
1
... More
b) Staging height up to 22m
1
1
1
... More
c) Fusuion Bounded Epoxy coating to steel bar reinforecement
1
1
1
... More
Z. P. Rest House ESR
1
5252953
5252953.86
... More
ESR-372000 L
STG. HT-12
1
1
1
... More
Lead Charges
1
1
1
... More
Sand Lead Charges for 110 km
114.75
1050
120574.71
... More
Metal Lead Charges for 6 km
204
117
24016.92
... More
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 stor/site,unloading,stacking etc.complete as directed by Engineer-in-charge. (for 2.75 m bare pipe)
1
1
1
... More
DI double flanged Pipe
1
1
1
... More
150 mm dia 8mm thk wash out pipe
17
3718
63206
... More
150 mm dia 8 mm Thk Inlet Pipe and Bypass Pipe
29
3718
107822
... More
250 mm Dia 8 mm thk outlet pipe
17
6457
109769
... More
300 mm Dia 8 mm thk 0verflow Pipe
24
8125
195000
... More
Corrigendum-11 Dt. 19.08.2022
1
1
1
... More
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on external pipe lines in unlaid/laid condition after proper cleaning. 50 micron DFT of self bonding grade with metal surface, 50 Micron DFT of self bonding grade with metal surface, 50 Micron DFT inner coat and 50 Micron DFT of top coat. Water and sewage pipe lines (external) in unlaid condition
44.76
1259
56373.96
... More
(MJP SSR 2023-24, Sec-I-(XVI) Item No-25, Pg-190)
1
1
1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) PN-10
1
1
1
... More
150 mm dia
3
16849
50547
... More
250 mm dia
1
47375
47375
... More
(MJP SSR 2023-24, Sec-I-(XII) Item No-24, Pg-159)
1
1
1
... More
Providing and supplying ISI standard DI specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I. pipes including cost of labour,material and unloading excluding GST levied by GOI & GOM in all respect complete as per IS-9523
For all types of specials,bends tee etc.
1
1
1
... More
A) 80 to 300 mm Dia
320
153
48960
... More
(MJP SSR 2023-24, Sec-I-10, Pg-71)
1
1
1
... More
Providing fusion bonded epoxy coating to reinforcement bars as per IS-13620-1993 specificaion for a thickness of 175 (+50) microns including extra cost on account of careful handling, extra cost on account of using PVC coated binding wire instead of G. I. wire, extra cost on account of touch-up material supplied by coating agency and repair work extra cost on account of transportation to and fro from steel yard at kalamboli to plant at Daman and plant at Daman to work site by trailer, loading, unloading, , including all taxes (central and local) etc complete. For 8 mm. to 20 mm.
1
1
1
... More
8 mm to 20 mm
20
22223
444466
... More
Bageshwari
132.67
2758
366006.02
... More
ESR 0.475 ML 11 Mt Ht
1
1
1
... More
Bajar Samiti
132.67
2758
366006.02
... More
ESR 0.5 ML 16 Mt Ht
1
1
1
... More
Mhasa Road
132.67
2758
366006.02
... More
ESR 0.475 ML 21 Mt Ht
1
1
1
... More
Shastri Nagar ESR
63.59
2758
175430.18
... More
ESR 0.175 ML 20 Mt Ht
1
1
1
... More
Lambachi Wadi
28.26
2758
77962.84
... More
ESR 0.05 ML 17 Mt Ht
1
1
1
... More
Z. P. Rest House
153.86
2758
424464.35
... More
ESR 0.575 ML 12 Mt Ht
1
1
-
... More
Bageshwari
1
766150
-
... More
ESR 0.475 ML 11 Mt Ht
1
1
-
... More
Bajar Samiti
1
766150
-
... More
ESR 0.5 ML 16 Mt Ht
1
1
-
... More
Mhasa Road
1
1
-
... More
ESR 0.475 ML 21 Mt Ht
1
1
-
... More
Shastri Nagar ESR
1
766150
-
... More
ESR 0.175 ML 20 Mt Ht
1
1
-
... More
Lambachi Wadi
1
766150
-
... More
ESR 0.05 ML 17 Mt Ht
1
1
-
... More
Z. P. Rest House
1
766150
-
... More
ESR 0.575 ML 12 Mt Ht
1
1
-
... More
Bageshwari
52
15518
-
... More
ESR 0.475 ML 11 Mt Ht
1
1
-
... More
Bajar Samiti
52
15518
-
... More
ESR 0.5 ML 16 Mt Ht
1
1
-
... More
Mhasa Road
52
15518
-
... More
ESR 0.475 ML 21 Mt Ht
1
1
-
... More
Shastri Nagar ESR
36
15518
-
... More
ESR 0.175 ML 20 Mt Ht
1
1
-
... More
Lambachi Wadi
24
15518
-
... More
ESR 0.05 ML 17 Mt Ht
1
1
-
... More
Z. P. Rest House
56
15518
-
... More
ESR 0.575 ML 12 Mt Ht
1
1
1
... More
MATERIAL
1
1
1
... More
DI K-7 Pipes
1
1
1
... More
300 mm Dia
514
3571
1835494
... More
350 mm dia
925
4465
4130125
... More
Providing and supplying in standard lengths Polyethylene Pipes , confirming to I.S. 4984 / 14151 / 12786 / 13488 with necessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint , including all statutory duties and taxes such as GST levied by GOI & GOM in all respect , transportation & freight charges , inspection charges , loading / unloading charges , conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains , etc. complete.
HDPE (PE-100/ PN-6)
1
1
1
... More
110 mm Dia
10924
319
3484756
... More
160 mm Dia
1911
711
1358721
... More
225 mm Dia
2020
1351
2729020
... More
250 mm Dia
596
1662
990552
... More
Providing and supplying ISI standard D.I. specials & fittings 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 all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete. As per IS 9523
1
1
1
... More
For all types of specials, bends, tees etc.
1
1
1
... More
80 to 300mm dia
350
153
53550
... More
Above 300
249.94
186
46487.91
... More
Providing and supplying ISI standard MS specials of required thicknesswith 3 coats ofapproved make epoxy paint (Shalimar, Cibao rMahindra & Mahindra make)f rom inside and out side excluding all statutory duties & taxes such as GSTl evied by GOI & GO Minall respect, inspection charges,transportation tostores/site,and stacking, etc. complete.
1
1
1
... More
For all types of specials, bends, tees etc.
1
1
1
... More
Only flanges with machining and drilling holes,etc. complete more than40 mm thick
250
98
24500
... More
Plain ended specials or plain ended branch flanged specials of all diameters
250
95
23750
... More
Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges, transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.
1
1
1
... More
For all types of specials, bends, tees etc.
1
856511
856511.1
... More
Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steel1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
I) Sluice Valves PN 1.0
1
1
1
... More
100 mm dia
11
12079
132869
... More
150 mm dia
2
16849
33698
... More
200 mm dia
4
26741
106964
... More
250 mm dia
4
47375
189500
... More
300 mm dia
3
63505
190515
... More
350 mm dia
2
145345
290690
... More
Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated, with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide, seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16)
1
1
1
... More
80mm Dia.
22
17807
391754
... More
Supply of CI Mechanical compression collar coupling suitable for C.I. spun pipes (as per IS-1536/2001) and complete with sealing rubber gasket of SBR, C.I., follower giands and M.S. nut bolts. The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538/1993)
1
1
1
... More
300 mm dia
4
3729
14916
... More
350 mm dia
3
4597
13791
... More
Excavation for foundation/pipetrenchesin earth, soils of all types, sand, gravelandsoftmurum, including removing the excavated material upto a distance of 50 metre sand lifts as below, stacking and spreading asdirected, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
1
1
1
... More
Lift 0 to 1.5 m
4790.45
181
869466.68
... More
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. (Bd-A-4/259) UPTO 1.5 M Depth
3421.75
691
2367508.83
... More
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 as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete. UPTO 1.5 M Depth
2737.4
232
635350.54
... More
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 bolow, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
1
1
1
... More
Lift 0 to 1.5 m
2737.4
1230
3369465.66
... More
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 complete.
1908.67
101
193157.4
... More
Cutting and chamfering of pipes of following dia including cost of all materials and labour involved etc. complete as directed by Engineer in charge (For all class of pipes)
1
1
1
... More
150 mm Dia
337
99
33363
... More
300 mm dia
10
212
2123
... More
350 mm dia
10
217
2178
... More
Open timbering in trenches of depth more than 1.5 m for shoring and strutting including use of and waste of all necessary timber works including walling, strutts, open polling boards/ horizontal sheeting, runners, etc. as may be necessary and fixing and removal complete. (Measurements to be taken of the face/area timbered) (N.B.O. Item No. 4.15, P. No. 59) for 1.5 to 3.0 m water logged area
444
282
125518.8
... More
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in oundation 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
1
1
... More
M25 for RCC
16.9
9266
156601.15
... More
Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete (including cost of binding wire). (Bd-F17/306)
1
1
1
... More
Tor Steel
1.35
88749
119811.29
... More
DI PIPE Lowering laying and jointing with SBR rubber gasket DI/C.I. S/S pipes of various classes with CI/MS specials of following diameter in proper positon, grade and alignment as directed by Engineer- in -charge including conveyence of material from stroes to site of work, including cost of jointing materials and rubber rings labour, giving hydraulic testing etc. complete.
With Rubber Rings Diameter in mm
1
1
1
... More
300 mm dia.
514
226
116472.4
... More
350 mm dia.
925
278
257427.5
... More
Hydraulic testing of C.I./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 using water supplied by the contractor.
With Rubber Rings Diameter in mm
1
1
1
... More
300 mm dia.
0.51
25181
12943.14
... More
350 mm dia.
0.93
30690
28388.25
... More
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
1
1
... More
HDPE (PE-100/ PN-6)
1
1
1
... More
110 mm Dia
10924
70
764680
... More
160 mm Dia
1912
116
221792
... More
225 mm Dia
2021
165
333465
... More
250 mm Dia
596
169
100724
... More
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
1
1
1
... More
HDPE (PE-100/ PN-6)
1
1
1
... More
110 mm Dia
10.92
8335
91051.54
... More
160 mm Dia
1.91
13891
26559.59
... More
225 mm Dia
2.02
20836
42109.56
... More
250 mm Dia
0.6
20836
12418.26
... More
VALVES Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of alll abour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
1
1
1
... More
i) Sluice Valves
1
1
1
... More
100 mm dia.
11
3109
34206.7
... More
150 mm dia
2
4887
9774.6
... More
200 mm dia
2
5085
10170.6
... More
250 mm dia
1
6623
6623.1
... More
300 mm dia.
1
6870
6870.6
... More
350 mm dia.
1
8467
8467.8
... More
Lowering, layingandfixing in proper alignment and positionallty pes of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from store sto site of work,cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
1
1
1
... More
80mm Dia.
22
564
12414.6
... More
ROAD BOX 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
1
1
1
... More
100 mm x 225 mm (20 kg)
22
1901
41841.8
... More
CHAMBER Providing and constructing BB masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding excluding excavation, BB masonry in CM 1:5 proportion 12mm thick cement plaster in CM 1:4 proportion on both sides and providing and fixing frame and cover etc. complete as directed by Engineer-in-charge
1
1
1
... More
Valve chamber with precast steel fibre reinforced concrete (SFRC) frame and cover
1
1
1
... More
1.0 X 1.0 m internal size and depth up to 1.2m
17
51035
867595
... More
1.5 X 1.5 m internal size and depth up to 1.5m
1
73989
73989
... More
FILLING IN TRENCHES 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.
11401.32
101
1153813.58
... More
Disposing surplus excavated material at the lead of 5 km as directed.
2285.68
414
946317.23
... More
Dewatering :- Dewatering the excavated trenches and pools of water in the building trenches,well works by using pumps and other devices including disposing off water to safe distance as directed by engineer in charge
360
97
35244
... More
BARRICATING Providing Heavy Duty Fibre Glass Reinforced Plastic Temporary Barricade of 1.75 m hight, with base width
of 430 mm as a provision to accept water ballasting of 101 Itrs-110 Ltrs approx. and arrangement for traffic
diversion such as traffic signals during construction at site, for day and night as per requirement. The raw
material shall be UV stabilized Linear Low Density Polyethylene and should meet the requirements stipulated in standard IS: 10146-1982, IS:10141-1982 and should also comply to FDA:CFR Title 21.177.1520. Olefin Polymers , with specific FRP Grade 300-104 reinforced during moulding process to the permissible extent for improved impact strength. Qualification Criteria: For qualifying the sample , few tests shall be performed at Government Lab OR NABL Accredited Lab on Site Safety Fence sample, failure or deviations in test results of sample shall be disqualified.The tests and qualifying results are as under, (a) tensile strength at yield by ASTM D 638 =20.93 mPA, (b) Elongation at break ASTM D 638 = 121.66 mPA (c) Flexural Modulus ASTM D 790 = 633.76 mPA (d) Izod Impact Strenth (Notched) ASTM D 256 = 4.41Kilogram/ Square Metre (e) Izod Impact Strenth (Un-Notched) ASTM D 256 = 67.04Kilogram/ Square Metre (f) Drop Impact strength
25KilogramLoad from 1 m, 2 m & 5m height the weight of empty single Rotomoulded Plastic Barricade
without water ballasting shall be 34 Kilograms approx. & total weight after water allasting shall be 135
Kilograms -140 Kilograms
1
1
1
... More
5 Kilograms (tolarance)The main Barricade body of hight 1750 mm approx is connected with the Extension body through 4 set of nut bolt washers .extenstion body through 4 set of nut bolt washers. Extension body is designed with 9 Nos kiss offs on rear side; the dimension of Extension body are 1500 mm (length),70 mm (width),250 mm (effetive height after fixing ) & dimension of its male collarare 1420 mm (length),25 mm (width),30 mm approx ( height), it is inserted in U groove provisioned on top of main body Barricade Model for interlconnecting.the minimum thickness of all over surface of plastic barricaed shall be 5 mm +/- 20%.the rear bottam shall have to provision to fix two brackets at both end in corner for anchoring purpose .each rear bracket is constructed through rod of Dia.60 mm with curvature welded with MS strip of 3 mm thick ,50 mm width and 90 mm length at its top and base ,effective bracket shall be 410 mm approx. the anchoring hole in each bracket shall be 18 mm dia. for routine the MS bolts of 16 mm thickness and 150 mm length with sharp pointed edge at one end .the upper part of each bracket shall have a slot size of 30 mm x 10 mm for connecting it with barracade model through bolts.similarly front bracket for site safety fence is 3 mm thick , 50 mm width, feective height after single bend is 230 mm and anchoring in each bracket shall be dia 18 mm unique safety feature for firm gripping to prevent from displacement and falling when inter connected even without water filling .
1
1
1
... More
There shall be 7 no's premoulded inserts on site Safety Fence for following application: 2no's for safety latches interconnectivity, 2 no's for
1
1
1
... More
for 725 mm height (LT Type juesy barrer ) empty weight 6.67 kilogram /Rgm, weight full : 35.89 kilogram / Rgm Aprox . (after water / sand filling)
844.6
2030
1715044.76
... More
Item No 1 :Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated and hydraulic testing of M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipes including all taxes (Central & local), railway freight, insurance unloading from railway wagon, loading into truck, transport to stores/ site, unloading, stacking, etc, complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
1
1
1
... More
350 mm Dia 10 mm Thick
78
8351
651378
... More
450 mm Dia 10 mm Thick
68
10670
725560
... More
Item No 2 : Pushing of M.S. pipes of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter of below M.S. casing pipes, lowering, laying , jointing of material, required welding machinery, tripod, shain -pulley block crain, blower, compressor, loading and unloading of machinery into the trench, etc. transportation and dewatering, etc complete, as directed by engineer-incharge but excluding the cost of M.S. pipes
1
1
1
... More
a) 200 mm to 499 mm dia MS pipe
146
30379
4435450.8
... More
b) 500 mm to 1000 mm dia MS pipe
1
1
1
... More
Item No 3 : Providing and applying one coat of Gamma coating or equiva lent such as Dr. Bake, Krishnaconchem, Asian Paint, Atul Limited, BurgerPaint, epoxyprimer 50 to 60 microns thick and covering two Coats of Gamma Coatings or equivalent such asDr.Bake,Krishna Conchem, Asian Paint,AtulLimited,Burger Paints 30 microns thick each to new M.S. pipes and structural steel or concrete surface including repainting the surface by finishing by Solvent degre as ingand de-rusting by applying chemical method and scaffolding is necessary required etc.complete as per manufacturers specifications
180.29
402
72585.96
... More
Item No 4 : Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated and hydraulic testing of M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipes including all taxes (Central & local), railway freight, insurance unloading from railway wagon, loading into truck, transport to stores/ site, unloading, stacking, etc, complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
1
1
1
... More
National Highway
1
1
1
... More
250 mm Dia 10 mm think
10
6031
60310
... More
150 mm Dia 10 mm think
35
4871
170485
... More
State Highway
1
1
1
... More
250 mm Dia 10 mm think
13
6031
78403
... More
250 mm Dia 10 mm think
17
6031
102527
... More
Canal
1
1
1
... More
250 mm Dia 10 mm think
28
6031
168868
... More
River Crossing
1
1
1
... More
150 mm Dia 10 mm think
43
4871
209453
... More
Item No 5 : Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.
1
1
1
... More
A) butt joints
1
1
1
... More
a) 10 mm plate tk
90.67
1555
141028.12
... More
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259)
1
1
1
... More
Lift 0 to 1.50 M
22.32
181
4051.08
... More
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259) Lift 0 to 1.5 M
1
1
1
... More
Lift 0 to 1.50 M
11.16
691
7721.6
... More
Lift 1.50 to 3.0 M
33.48
722
24196
... More
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
1
1
... More
Lift 3.0 to 4.50 M
37.5
1292
48464.87
... More
Lift 4.5 to 6.0 M
4.02
1323
5316.49
... More
Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing andcompacting, etc. complete. (Bd-A-12/264)
1
1
1
... More
Soling
5.13
1591
8170.79
... More
Providing and laying in situ following grades of cement concrete of trap / granite / quartzite /gneiss metal for foundation and bedding including dewatering, form work, compaction, curing, finishing etc. complete.
1
1
1
... More
a) M-150
3.35
7036
23557.23
... More
Providing and casting in situ c.c. of trap/ granite/ quartzite/ gnesis metal of approved quality for RCC works as per detailed drawings and designs or as directed including normal dewatering, centering, form work, bally, steel propups, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give asmooth and even surface whereever necessary or roughening if special is to be provided and curing etc. complete ( By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C. Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.)( Excluding M.S. reinforcements)
1
1
1
... More
RCC M-300
70.75
11735
830334.15
... More
Providing and fixing in position Tor steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
1
1
1
... More
Lift 0 to 5 m below / above GL
1
1
1
... More
1% of RCC Qty
0.71
94700
67002.21
... More
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1
1
1
... More
5 BHP pumps daily 8 hrs for 10 days
400
97
39160
... More
Refilling the trenches with available excavated stuff with soft material first consolidation, etc. complete.
1
1
1
... More
Refilling the trenches
39.96
101
4043.95
... More
DISPOSAL OF SURPLUS EXCAVATED STUFF 1 0KM
25.35
590
14983.71
... More
Manufacturing, providing and supplying spirally welded / ERW / SAW / fabricated and hydraulic testing of M.S. pipes (Commercial Quality) including procurements of plates, gas cutting to required size rolling, track welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipes including all taxes (Central & local), railway freight, insurance unloading from railway wagon, loading into truck, transport to stores/ site, unloading, stacking, etc, complete as per IS- 3589 and IS- 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
1
1
1
... More
Casing Pipe
1
1
1
... More
500 mm 10 mm Thk
1
1
1
... More
800 mm 14 mm Thk
20
26417
528340
... More
Carrier Pipe
1
1
1
... More
300 mm 10 mm Thk
1
1
1
... More
600 mm 10 mm Thk
20
14150
283000
... More
Providing and applying one coat of Gamma coating or equiva lent such as Dr. Bake, Krishnaconchem, Asian Paint, Atul Limited, BurgerPaint, epoxyprimer 50 to 60 microns thick and covering two Coats of Gamma Coatings or equivalent such asDr.Bake,Krishna Conchem, Asian Paint,AtulLimited,Burger Paints 30 microns thick each to new M.S. pipes and structural steel or concrete surface including repainting the surface by finishing by Solvent degre as ingand de-rusting by applying chemical method and scaffolding is necessary required etc.complete as per manufacturers specifications
1
1
1
... More
For Pipe Inside Or Outside
178.85
402
72006.74
... More
Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.
1
1
1
... More
Butt joint
1
1
1
... More
10 MM Thk
45.47
1555
70719.68
... More
14 MM Thk
26
1982
51535.22
... More
Excavate in tunnel by micro tunnel boring machine for installing Various diameter sleeve or carrier for sewer line or water main to correct grade and alignment using slurry or mixed shields in any type of strata including marshy land, soft clay, murum, soft/hard rock and/or boulders of any strength and hardness, dewatering, etc. but excluding muck disposal from shaft site complete as per specifications and as directed by the Engineer.
1
1
1
... More
Up To 600mm Dia
1
1
1
... More
Up To 800mm Dia
20
68555
1371104
... More
Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete.
All socketed specials or socketed branch flanged
specials of all diameters.
Miscellaneous Item Like Spacer, end Seal, Vent Pipe
15789
95
1499955
... More
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
1
1
1
... More
i) 60 mm
507.8
1959
994815.75
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
507.8
93
47479.3
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
1692.65
40
68890.86
... More
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
253.9
8414
2136459.32
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
167.57
93
15667.8
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
1692.65
40
68890.86
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
1692.65
36
62391.08
... More
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
338.53
10640
3601986.28
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
1692.65
36
62391.08
... More
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
67.71
11735
794616.8
... More
Road Restoration CC Road
1
1
1
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material
1
1
1
... More
GSB
1
1
1
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
1
1
1
... More
GSB
1248.72
2328
2907244.93
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
1
1
1
... More
GSB
1
1
1
... More
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
1
1
1
... More
PQC
1248.73
8572
10704488.18
... More
Road Restoration Paver Block Road
1
1
1
... More
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting etc. complete.
1
1
1
... More
i) 60 mm
85.26
1959
167030.31
... More
Providing and laying in situ Cement Concrete M-15 of trap/granite/ quartzite/ gneiss metal for Foundation and bedding including bailing out water,formwork,compaction,curing ect. complete
(Cement 5.90 bags / cum)
1
1
1
... More
M 150
42.63
7036
299953.63
... More
Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 80MM thick in M-40 grade of approved size and shape for City streets, small /medium market roads,low volume roads, utility cuts on arterial roads etc. as specified and as per IS 15658:2006 including cost of all materials, manufacturing, curing, transportation of blocks to work site including loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibrator etc. complete.
1
1
1
... More
Paver Block
284.2
1268
360450.86
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material
1
1
1
... More
GSB
562.91
2328
1310555.8
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
1
1
1
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
1
1
1
... More
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
1
1
1
... More
PQC
562.91
8572
4825433.39
... More
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting etc. complete.
1
1
1
... More
i) 60 mm
14.03
1959
27485.75
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
14.03
93
1311.81
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
46.75
40
1902.73
... More
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
7.01
8414
58986.14
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
4.63
93
432.91
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
46.75
40
1902.73
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
46.75
36
1723.21
... More
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
9.35
10640
99484.75
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
46.75
36
1723.21
... More
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
1.87
11735
21945.55
... More
Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick
including hand packing and compacting etc. complete.
1
1
1
... More
i) 60 mm
1874.22
1959
3671728.18
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
1874.22
93
175239.57
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
6247.4
40
254269.18
... More
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 80/100 mm compacted thickness with 3.3 % using specified grade of Bitumen. -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
937.11
8414
7885377.69
... More
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge
618.49
93
57828.82
... More
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
6247.4
40
254269.18
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
6247.57
36
230285.36
... More
DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness .USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates)
1249.48
10640
13294567.16
... More
Prime coat - Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60 kg/sqm using mechanical means.
6247.57
36
230285.39
... More
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 mm compacted thickness with specified grade of Bitumen,Excluding prime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
249.9
11735
2932723.94
... More
Road Restoration CC Road
1
1
1
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - I Material
1
1
1
... More
GSB
175.77
2328
409224.2
... More
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- By Mix in Place Method and Grading - II Material
1
1
1
... More
GSB
1
1
1
... More
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete.
1
1
1
... More
DLC
1
1
1
... More
Providing and laying in-situ M40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
1
1
1
... More
PQC
175.77
8572
1506753.17
... More
Providing ISI mark G.I.pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.
Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below.
1
1
1
... More
MEDIUM
1
1
1
... More
15 mm
1100
105
115500
... More
25 mm
1000
206
206000
... More
40 mm
70
299
20930
... More
50 mm
35
413
14455
... More
Providing and supplying ISI mark C.I. S & S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GoI and GoM in all respect, Third party inspection charges of TPI Agency approved by MJP including Transit insurance ,Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work, unloading, stacking etc. completed as directed by Engineer–in-charge (IS 1536/2001 for pipes and IS158 / 1969 and IS12820/1989 or latest edition / revision with amendments for Rubber Gaskets.
1
1
1
... More
Class LA
1
1
1
... More
80 mm
150
1052
157800
... More
100 mm
150
1319
197850
... More
150 mm
150
2141
321150
... More
200 mm
80
3083
246640
... More
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.
1
1
1
... More
80 to 300 mm
300
88
26400
... More
350 mm and above
500
94
47000
... More
Dismentling brick masonary in lime or cement morter and stacking the materials as directed with all leads, lifts complete. Spec.No.: As directed by Engineer in charge.
800
351
281400
... More
Supplying &Erecting XLPE/PVC Insulated, armoured cable 22000 V Grade with ISI mark three core,solid/standrad aluminium conductor with 6 mm thick 25 mm wide M.S. Spacer with G.I. Earth wire 6 sq.mm. complete erected on wall/on pole with x+C289 mm clamps or in provided trench in an approved manner.
1
1
1
... More
3 core,70 sq.mm.
100
1205
120540
... More
3 core,95 sq.mm.
100
1413
141330
... More
3 core,120 sq.mm.
100
1612
161280
... More
3 core,150 sq.mm.
150
1812
271845
... More
3 core,240 sq.mm.
150
2497
374692.5
... More
3 core,300 sq.mm.
150
2890
433597.5
... More
Providing cable joining kit with cable joining compound for straight through joint for 22 KV XLPE screened 3 core cable
1
1
1
... More
70-95 sq mm.
15
9091
136379.25
... More
120-185 sq mm.
20
10997
219954
... More
240 sq mm.
20
11841
236838
... More
Providing and fixing Retro Reflectorised 600 mm. Cautionary warning sign boards made out of retro reflective sheeting of high intensity prismatic grade confirming to IRC_67 2012 & type IV standards of ASTM D4956.09 specifications fixed over 2 mm thick A1/4 mm. thick ACP SHEET supported with back support frame of 25 X 25 X 3 mm. M. S. angle as approved, supported on a M. S. angle iron post of size 75 X 75 X 6 mm. 3.5 M hight, long duly pointed with synthetic enamel paint alternate black and white band of 25 cm. of including G.I fixtures, fixing the board in 1:4:8 concrete block of size 45 X 45 X 60 cm. including transportation etc. complete. 7 years Warrenty for Retro Reflective Sheet mandatory boards of 60 cm. Diameter.
90
10409
936837
... More
Supplying & Erecting Jelly field armoured telephone cable 20 pair with 0.5 mm. dia laid in provided trench as per specification number WG TW
35
173
6055
... More
Supplying & Erecting Jelly field armoured telephone cable 50 pair with 0.5 mm. dia laid in provided trench as per specification number WG TW
35
346
12110
... More
Supplying & Erecting Jelly field armoured telephone cable 100 pair with 0.5 mm. dia laid in provided trench as per specification number WG TW
35
509
17815
... More
Optical Fibre
1
1
1
... More
Supplying & Erecting LSZH armoured multimode optical fiber cable with 12 fibres, with core dia of 50/125 micrometre (OM4) suitable for 1 GBPS with ethernet distance 850 mm. of wavelength on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC
35
2024
70840
... More
Supplying & Erecting LSZH armoured multimode optical fiber cable with 24 fibres, with core dia of 50/125 micrometre (OM4) suitable for 1 GBPS with ethernet distance 850 mm. of wavelength on wall/ceiling or laid in provided pipe/trench as per specification No. WG-COC/OFC
35
478
16730
... More
( EXCLUDING TAXES )
-
-
232207992
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