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Construction Of Proposed Pratapnagar, Gayatrinagar And Khamala Esr And P L L Andistribution Main In Laxminagar Zone. Under Amru , Nagpur-Maharashtra

Nagpur Municipal Corporation has published Construction Of Proposed Pratapnagar, Gayatrinagar And Khamala Esr And P L L Andistribution Main In Laxminagar Zone. Under Amru . Submission Date for this Tender is 25-09-2021. Civil Work Tenders in Nagpur Maharashtra. Bidders can get complete Tender details and download the document.




Tender Notice

29055286
Construction Of Proposed Pratapnagar, Gayatrinagar And Khamala Esr And P L L Andistribution Main In Laxminagar Zone. Under Amru
Open Tender
Indian
Maharashtra
Nagpur
25-09-2021

Tender Details

Construction Of Proposed Pratapnagar, Gayatrinagar And Khamala Esr And P L L Andistribution Main In Laxminagar Zone. Under Amru

Key Value

Document Fees
INR 3360 /-
EMD
INR 663451.0 /-
Tender Value
INR 13.26 Crore /-

BOQ Items

Name of Work:- Construction of ProposedPratapnagar, Gayatrinagar and Khamala ESRand P/L/L & Jointing Feeder and Distribution main in Laxminagar Zone.Under AMRUT
Sl. No. Item Description
1PART "A" ESR, FEEDER, DISTRIBUTION PIPE LINE AND COMPOUND WALL ETC. Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie 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 giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. Pratap Nagar ESR of 10 lakh litre Capacity 21 mtr staging SBC 10 MT/sqm
2Gayatrinagar ESR of 15 lakh litre Capacity 21 mtr staging hight SBC 20 MT/sqm
3Khamala ESR of 20 lakh litre Capacity 21 mtr staging height SBC 10 MT/sqm
4Providing and supplying ISI standard CI double flanged pipes excluding 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 stores / site, unloading etc. complete as directed by Engneer-in-charge 600 mm dia
5300 mm dia
6Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. D/F specials 80 to 300 mm dia
7350 to 600 mm dia
8Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
9Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
10Add for every additional lift of 1.5 M beyond initial lift of 1.5 M
11Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
12Excavation 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.
13Refilling 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.
14Filling in plinth and floors / trenches with contractorsmaterial/brought from outside and approved by Engineer incharge in layers of15cm to 20cm including watering and compaction complete.
15Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15cm to 20 cm thick layers (including hand packing and compacting), etc. complete.
16Providing D.I. 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 GST levied 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 8329/2000 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/ revision with amendments for Rubber Gaskets. 600 mm dia DI K9 pipe
17450 mm dia DI-K9
18Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. 600 mm dia DI K9 pipe
19450 mm dia DI-K9
20Hydraulic 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. 600 mm dia DI K9 pipe
21450 mm dia DI-K9
22Cutting and champhering of pipes of following diameters including cost of all materials and labour involved, etc. complete as directed by Engineerin-charge (for all class of pipes). 800 mm dia
23700 mm dia
24600 mm dia
25500 mm dia
26450 mm dia
27300 mm dia
28250 mm dia
29200 mm dia
30150 mm dia
31100 mm dia
32Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint /compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains,excluding GST levied by GI & GOM in all respect etc. complete.As per IS:4984-2016 315 mm dia 10 Kg/Sqm
33250 mm dia 10 Kg/Sqm
34200 mm dia 10 Kg/Sqm
35110 mm dia 10 Kg/Sqm
36Lowering, 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. a 315 mm dia
37250 mm dia
38200 mm dia
39110 mm dia
40Hydraulic 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, lacing 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. 315 mm dia
41250 mm dia
42200 mm dia
43110 mm dia
44Providing & Supply of Electro Fusion Fittings in accordance with BSEN12201: 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. Coupler 315 mm dia
45250 mm dia
46200 mm dia
47110 mm dia
48Equal Tee 315 mm dia
49250 mm dia
50200 mm dia
51110 mm dia
52Elbow 90 Deg 315 mm dia
53250 mm dia
54200 mm dia
55110 mm dia
56Elbow 45 Deg. 315 mm dia
57250 mm dia
58200 mm dia
59110 mm dia
60Reducer 315 X 250
61315 X 200
62250 X 200
63250 X 160
64200 X 160
65End Plate 315 mm dia
66250 mm dia
67200 mm dia
68110 mm dia
69Manufacturing, providing and supplying spirally welded /ERW/ SAW / fabricated M. S. pipes (Commercial Quality)including procurements of plates, gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway reight,insurance, unloading from railway wagon, loading into truck,transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible). 600 mm dia 10 mm thick
70500 mm dia 10 mm thick
71Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, and transportation upto 500 M. etc. completed as specified. Above 500 mm upto 750 mm
72Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxypaint (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. e) Plain ended specials or plain ended branch flanged specials of all diameters
73Providing and supplying at site of ductile iron /spheroidal graphite (S.G.) iron D/F double eccentric resilient seated short body butterfly valves with gear box & handwheel, without bypass arrangement. Valves in accordance with BS EN 593 of PN 10/16 rated, with body & disc of ductile iron confirming to EN 1563/IS 1865 Gr.500/7 or r.400/15, Bodyseat of intergral SG Iron/S.S. AISI 316, seal retaining ring of steel C45/S.S. 1.4436, Shaft of S.S. 1.4021, eriferial disc seal and “O” rings ofWRAS approved EPDM rubber (suitable for drinking water), Internal fasteners of stainless steel A2. Body & disc 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 100% tight shutoff. Face to face is per IS 13095 short body. Flange drilling as per IS 1538 raised face & pressure testing at anufactures works shall be done as per IS 13095. including ransportation charges excluding GST levied by GOIGOM in all respect etc. complete. b) Butterfly valves - PN -10 Without byepass arrangement 600 mm dia
74Providing 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 .4021/1.4104, stemseals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with lectrostatically applied epoxypowder 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 IS14846. including transportation charges excluding GST levied by GOI &GOM in all respect etc. complete. (For PN 10 & 16) 600 mm dia PN-10
75450 mm dia
76400 mm dia
77350 mm dia
78300 mm dia
79Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store,unloading, stacking excluding GST levied by GOI & GOM in all respectetc. complete. a) Without by pass arrangement - PN -1.0 300 mm dia
80250 mm dia
81200 mm dia
82Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 600 mm dia
83450 mm dia
84400 mm dia
85350 mm dia
86300 mm dia
87250 mm dia
88200 mm dia
89Providing and supplying ISI standard D. I. 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 ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523.For all types of specials, bends tees etc. 80 to 300 mm dia
90350 mm dia and above dia
91Supply of C. I. Mechanical Compression Flanged / Socket Tailpiece (Popularly known as I TM Flanged / Socket Tailpiece) suitable for making flanged connection with the plain barrel of C. I. Spun Pipes ( as per - IS - 1536 /2001) and D. I. Pipes ( as per IS: 8329 / 2000).The Tailpiec to be supplied complete with sealing rubber gasket of S.B.R, C.I. Follower Glands and M.S. Nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. The rates are inclusive of cost of material, freight charges, loading, transportation and unloading at departemental store, excluding GST levied by Gol and GoM in all respect, etc. complete as directed. 700 mm dia
92600 mm dia
93500 mm dia
94450 mm dia
95400 mm dia
96350 mm dia
97300 mm dia
98250 mm dia
99200 mm dia
100100 mm dia
101Supply of C. I. 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 Glands and M.S. nut Bolts.The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS:1538 /1993. 700 mm dia
102600 mm dia
103500 mm dia
104450 mm dia
105400 mm dia
106350 mm dia
107300 mm dia
108250 mm dia
109200 mm dia
110100 mm dia
111Providing and making flanged joints to flanged C.I./M.S. pipes of all classes/specials etc. including cost of all jointing materials (rubber packing, nut bolts, etc.), labour, hydraulic testing etc. complete. 700 mm dia
112600 mm dia
113500 mm dia
114450 mm dia
115400 mm dia
116350 mm dia
117300 mm dia
118250 mm dia
119200 mm dia
120100 mm dia
121Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting 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-in-charge 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). 700 mm dia
122600 mm dia
123500 mm dia
124450 mm dia
125400 mm dia
126350 mm dia
127300 mm dia
128250 mm dia
129200 mm dia
130100 mm dia
131Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied with each full length of socketed pipe, cost included in rates below. RCC pipe ClassNP-II 300 mm dia
132Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985. 300 mm dia
133Hydraulic testing of RCC 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. 300 mm dia
134Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge Valve Chamber with Cast iron frame & covers. E.As above of 1.2 x 1.2M internal size and depth upto 1.2 M with 53 cm dia CI manhole frame and cover of 90 kg fixed in R.C.C. Slab
135a. Add for every increase in depth of 30cm or part thereof
136F. As above of 1.5 x 1.5 M internal size and depth upto 1.5 M with 53 cm dia CI manhole frame and cover of 90 kg fixed in R.C.C. Slab
137a. Add for every increase in depth of 30cm or part thereof
138Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in c.c.1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm.dia. etc. complete as directed by Engineer-incharge. Note :- a)Rebate for every decrease in depth of 50 cm or part thereof @ Rs. 3733.80 Each
139Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-40 grade of approved size and shape for City streets and roads with high volume/ heavy traffice 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 vibratoretc. complete.
140Providing and laying in situ following grades of Plain Cement concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, form work, compaction and curing, etc, complete. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) a In PCC M-150
141Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, "plywood form work, bully/steel propups, compaction, finishing 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. or Tor reinforcement) M-300
142M-200
143Providing 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) Corrosion resistant steel Fe 500
144Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete
145Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location etc. complete
146Construction of compound wallwith all materials and labour cost as per attached Details Drawing etc. Note:- The payment will be made on the basis of actual work done and Itemwise rate mentioned in Annexure "C"
147Dewatering 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
148Transportation of material obtained from debris of various sorts including necessary excavation/ loosing including loading, unloading and conveying and disposing as directed. For 5 Km
149Providing 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. 1) Water and sewage pipe lines (external) in laid condition
150Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M - 150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting etc. complete.
151Proividing and fixing Wicket gate 1.0 M wide for compound with 40 mm dia M.S.black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundiaion, finishing painting, etc. complete.
152Full-Bore Electromagnetic Flow Meter:Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications. 300 mm dia
153400 mm dia
154Providing, erecting and commissioning M.S. Dismantling joint as per requirement and Department"s approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges. L.O.F. ( length over flange ) should not be less than 75% of dia. 700 mm dia
155600 mm dia
156500 mm dia
157400 mm dia
158300 mm dia
159Providing and fixing energy meter including MSEDCL etc complete. (Subject to Mode of payments mentioning tender Documents) ( Mode of Payment :- The payment shall be made on production of original vouchers pertaining to consult work )
160Providing 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) 150 mm dia
161200 mm dia
162Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves 150 mm dia
163200 mm dia
164Providing 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 600 mm dia
165500 mm dia
166Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gaugingwherever necessary, fixing appurtenances and otheraccessories in connection with pipe laying work as perspecification. 6 mm
167Gas cutting (either square cut or V cut) pipes, plates, etc.of thickness. ii) Above 5 mm. Upto 10 mm.
168PART "B" OFFICE BUILDING Excavation for foundation in hard murumincluding removing the excavatedmaterialupto distanceof50metresbeyondthebuilding areaandstackingandspreadingasdirected, dewatering,preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. By Mechanical Means(Spec. No. : Bd.A. 2 Page 259/CSR I Page No. 148
169Excavation for foundation in hard murum and boulders including removing the excavatedmaterialuptoadistance50metres,beyond the building area and stacking and spreading as directed,dewatering, preparing the bed for the foundation and necessary back filling, ramming,wateringincludingshoringandstruttingetc.complete.By Mechanical Means ii. Lift above 1.5 m to 3.00 m.Depth
170Providing soling using 80 mm size granite / quartzite / gneiss / trap metal in 15 cm. layer including hand packing filling voids with sand / grit, ramming, watering complete.(Spec. No. : As directed by Engineer-in-charge.
171Filling in plinth and floors withapprovedexcavated material in 15cm. to 20cm. layers including watering and compacting etc. complete.
172Filling in plinth and floors with contractors approved material /murum / in 15cm. to 20cm. layers including watering and compaction complete.
173Providing and laying Cast in situ/Ready Mix cement concrete in M 10 of trap/ granite/ quartzite/ gneiss metal for foundation andbedding including bailing out water, Steel entering, formwork,laying/pumping, compacting, roughening them if special finish is to beprovided, finishing if required and curing complete, with fullyautomatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
174Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) a) For C.C.M-20 Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
175Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) a) For C.C.M-20 Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
176Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and Bd.F.6 Page Number 300 and B.7, Page Number38 / CSR Page No. 175 402 roughening the surface if special finish is to be provided and Cu.M 12254.00 11104.00 4620.00 curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) a) For C.C.M-20 Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
177Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
178Providing Fly ash lime Brick masonry ( Bricks conforming to I.S.12894 : 1990 and of size 19 cm x 9 cm x 9 cm)in cement mortar 1:6 in super structure including striking joints, racking out joints watering and scaffolding complete. Net Quantity
179Providing Fly ash lime Brick masonry (Bricks conforming to I.S. 12894:1990 and of size19 cm x 9 cm x 9 cm ) bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of 2 bars of 6 mm.diameter/2 hoop iron strips Net Quantity
180Providing internal cement plaster 20mm thick in a single coat in cement mortar 1:5 without neeru finish to concrete, brick surfaces in all positions including scaffolding and curing. Providing groove at joint of B.B.Masonry and concrete members complete
181Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) a) For C.C.M-20 Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
182Providing and laying Cast in situ/Ready Mixcement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Note:- Deducted Rs 117/- per Cum in basic CSR rate for Non availability of SCADA system as per PWD/NMC CSR 2020-21Sr. No. XIX Page No 7
183Providing and fixing in position HCRM / CRS (Corrosion Resistant Steel) bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, 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 complete.
184Providing internal cement plaster 6 mm thick in a single coat in cement mortar 1:4 without neeru finish to concrete surface in all positions including scaffolding and curing etc. complete.
185Providing sand faced plaster for external portion in cement mortar using Kharsalia / Kasaba or similar type of sand, in all positions including base coat of 15 mm. Thick in C.M. 1:4 using water proofing compound at1 kg per cement bag, curing the sam
186Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete. a) Flooring
187Providing and laying Antiskid Ceramic tiles of approved qualityof size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.
188Providing and laying ceramic tiles having size 30 cm. x 60 cm. confirming to corresponding I.S.for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.
189Providing and fixing steel frame of angle 40 x 40 x 5 mm size for windows with 16 mm dia. mild steel bars horizontally at 10 cm c/c for ventilator portion and 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete.
190Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With colour Anodising with box.
191Providing and fixing solid core flush door shutter in double leaf 32 mm thick decorative type of exterior grade as per detailed drawings approved face veneers 3 mm thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete.
192Providing and fixing 30mm thickPVC FLUSH L DOOR SHUTTER consisting of panel of hollow PVC profile of 20 mm thickness consisting frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mminserted inside the hollow section of stiles rails top ?and bottom rails and two 19x 19 mm MS tubes inserted horizontally inside the hollow profile section using 4/5 mm sheet using screws hollow profile shall be lipped with 10 mm (5mm x2) thick x 20 mm width on stiles and rails using solvent cement. The inner panel shall be laminated with 5mm thick termite proof waterproof plain /prelam PVC sheet using solvent cement on the both sides of the panel including stainless steel fixtures and fastening etc. Complete as per direction of Engineer incharge, manufacturers specification and drawing.
193Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete.
194Providing and fixing 100 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. (b) 100 mm dia. Pipe
195Providing and laying Cast in situ/Ready Mix cement concrete M-15 of trap/ granite/quartzite/gneiss metal for coping to plinth or parapet, moulded or chamfered as per drawing or as directed including steel centering, plywood/ steel formwork compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.) With fine aggregate (Crushed sand VSI Grade)
196Providing ISI standard stoneware pipes as per IS- 651 including all taxes (central & local ) inspection charges, railway freight. Unloading from raiway wagons, loading into trucks, transport to departmental stores, unloading stacking, lowering, laying and jointing in proper grade and glignment stomeware pipe with cement joints in C.M. (1:1) proportion of following diameters including cost of conveyance form stores to site of work jointing material. labour, giving satisfactory hydraul etc complete. 150mm
197Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc.complete.
198Providing and applying one coat of aluminium paint of approved make to new structural steel work in building and workshop including scaffolding if necessary, cleaning and preparing surface (excluding primer coat)etc. complete.
199Providing and applying pearl/ luster finish paint of approved colour and shade to the existing plaster surface including scaffolding, preparing thesurface, applying the acrylic wall putti etc. complete
200Providing and applying two coats of exteriorweather shield paint of approved manufacture and of approved colour to the plastered surfaces including cleaning ,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, and watering the surface for two days etc complete.NOTE:For Item No. 15 to 18 prior approval of Superintending Engineer will be necessary
201Providing and constructing B.B.Masonry chamber with 100 mm thick 1:3:6 P.C.C. for bedon 100 mm thick oversizer soaling with 80 mm metal including excavation, 23 cm thick B.B.Masonry in c.m.1:6.Inside plaster in c.m.1:5 20 mm thick and outside plaster A) 900x600 x 450 mm
202Add For Extra Depth 150 mm
203Providing and fixing precast 80 mm thick RCC Cover in M-20 for man holes of various sizes with reinforcement of 10 mm dia both way tied with tack welding @ 150 mm c/c with 2 hooks of 12 mm dia bars etc.complete. 2) 750 x600mm
204Add electrificationcharges for Office building3 %
205Add plumbing charges for office building 4%Including Overhead Water tank of Capacity 1000 litre
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