Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date18 Jan 2022
Closing Date25 Jan 2022
Tender Amount₹ 1,10,26,963
Costs
EMD
₹ 1,10,270Document Cost
₹ 5,250Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SATAR_758386_1Bid Award Id
ViewTender No
ZPS/RWS/JJMP/2021 - 2nd CallTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Item No. 2:- Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc, by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. For Head Works on nalla or any other site of GSDA for initial lift of 0 to 1.5 M.
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-
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Lift 1.50 to 3.00 M.
42.42
-
735
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Item No. 3 :- 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.
225
-
77
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Item No.4 :- Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc.
61.27
-
346
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Item No.5 :- Providing structural steel work in single stanchions composed of RSJ, channel,etc. with caps, bases, mild steel plates,angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer incharge
including cutting, fabrication,hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd-C-6/277)
0.62
-
70017
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Item No 6 :- Providing and Fixing G.I.Pipe Railing having 1.00 M Height Consisting 50 X 50 X 6 mm Thk M.S.Angles as verticals at 1.5 c/c and additional posts at every corner with 3 rows of 25 mm Dia G.I. Pupes of medium class variaty as horizontal and painting 3 coats of oil etc complete.
36
-
691
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Item No 7 :- Providing and Fixing M.S.Chequrred Plate flooring of following thk.supported on M.S.angles ( 25X 25X 5 mm ) Size including welding cutting and fabricating the plates to the required shape or rounding shape making holes in the plate including providing and applying 3 coats of anticorrosive paint etc.complete.
-
-
-
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6 mm Thick
16.65
-
4125
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Item No 8 - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.(Cement 5.90 bags / cum)
-
-
-
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M-150
5.51
-
5640
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Item No 9 - Providing and casting in situ C.C. of trap /granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish 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. or Tor reinforcement).
-
-
-
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RCC Beam - M-300
13.79
-
8624
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RCC Vertical Wall - M-300
28.59
-
9247
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Item No 10 - Providing and fixing 80 mm dia A.C./ P.V.C.pipe weep holes at 1.5 M c/c staggered including cost of all materials and labour involved with all leads and lifts, etc. complete.
-
-
-
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Weep Holes
12
-
201
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Item No 11 - Providing and fixing in position Cl dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge
-
-
-
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Dapuri Steps
10
-
387
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Item No 12 :- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
42.46
-
84
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Sub Work No 01 /01 - Switch House
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-
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ItemNo. 1 : - Providing and laying in situ cement concrete following grades of C C of trap/ granite/quartzite/ gneiss metal for foundation and bedding including bailing out water manually, form work, compacting and curing, finishing, etc complete PCC 1:2:4
1.35
-
5640
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Item No.2 :-Providing and casting in situ Cement Concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and desingns or as directed by Engineer-in-charge including normal dewatering, centering,form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish 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, or Tor reinforcement). For RCC M- 200 grade
-
-
-
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a) R C C M-200 grade for Slab
1.35
-
8466
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b) R C C M-200 grade for Chajjas and Pardies
0.13
-
8430
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c) R C C M-200 grade for Beams & lintels
0.09
-
7885
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Item No.3 :-Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes,caps, footings, foundation, 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 cost of binding wire)
0.11
-
66218
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Item No.4 : -Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.
1.35
-
508
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Item No.5 :-Providing and fixing rolling shutter fabricating from steel laths of minimum tk o.9mm with lock plate of 3.15 mm tk reinforcement with 35x 35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S channel section of depth and tk not less than 65mm and 3.15 mm respectively with hold fast arrangement M.S bracket plate 300x300x3.15mm minimum size and shape with squre bar suspension shaft of minimum 32mm diameter , hood cover of M.S sheet not less than 0.9mm thickness and of any size at top andsafety devices excluding mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc complete.(I.S 6248-1979) Spec No BdT-55 page 510
2.52
-
4084
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Item No.6 :- Providing and fixing in position anodised (as per IS 1868/1982) Aluminium fixed staggered ( Z Type) Ventilator with aluminium rectangular pipe 63 mm x 38.10 mm x 1.22 mm at weight 0.650 Kg/ Rmt, Aluminium angle of size 15 mm x 15 mm x 1 mm,aluminium channel of 9 mm sizes, S.S.mosquito net of 304 Grade,4 mm thick float glass per detailed drawing and as directed by Engineer in charge etc.complete.
1.62
-
5606
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Item No 7 :- Providing and fixing M.S. grill door 24 kg/sqm of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc
1.62
-
2576
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Item No. 8 :- Providing cement plaster 20mm thick in two coats in cement motor 1:4 without neeru finishing to concrete,brick,stone structures in all positions including scaffolding curing etc. complete
-
-
-
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Internal Plaster
29.8
-
405
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External Plaster
40.8
-
529
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Item No. 9 :- Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including cleaning , preparing the plaster surface, applying primer coat, scaffloting if necessary, and watering the surface for two days complete.
40.8
-
72
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Item No.10 : -Providing and applying washable oil bound distemper of approved colour and shade to old/ new surface in three coats including scaffolding, preparing the surfaces (excluding the priming coat) complete. With three coats
29.8
-
43
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Item No 11 : - Providing and laying Rough Shahabad Stone Flooring 50 mm to 60 mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete.
6.45
-
810
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Item No.12 :-Paintig letters with oil paint of approved color shade for the name plate etc.and then writing letters of 45cmx30cm of approved color and shade including cost of all required materials for painting and labour for preparing the surface to receive paint including if necessary etc. complete.
2
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236
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Sub Work No 02 - Pumping Machinary
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Item No1 :- Providing, erecting and giving test of submersible monoblade pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to with stand entire hyderolic thrust.The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design.Antithrust stream lined non return valve shall be provided with the pump.3 m Submersible copper conductor cable , in single/double run and 2 pair of erection clamp 65 mm width 10 mm thick shall be provided with each pump.
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-
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Submersible Pump 150 mm dia (with Bronze / Stainless steel(CF8M) Impeller) up to 15 stages
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-
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A) For SW To ESR Discharge 17893 LPH, Total Head :- 46 M Submersible Pump 150 mm dia ( with Bronz Impeller) up to 4 stages H.P- 7.50
2
-
38961
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Item No 2:- Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete.
-
-
-
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125 mm Dia PN 1.0
2
-
11376
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Item No 3:- Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. Reflux valves as per I.S.5312 Part I (1984) Without by pass arrangement - PN -1.0 , 65 mm.
-
-
-
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125 mm Dia PN 1.0
2
-
10985
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Item No 4 :- 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.
-
-
-
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125 mm ( 16.70 kg/m )
36
-
1207
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Item No.5 :-Providing 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.
-
-
-
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125 mm.
8
-
474
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Item No. 6 :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.
-
-
-
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Double flanged specials of all diameters
25
-
95
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All socketed specials or socketed branch flanged
specials of all diameters.
25
-
95
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Plain ended specials or plain ended branch
flanged specials of all diameters.
25
-
95
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Item No. 7 :Providing, installing and commissioning with test & trial pressure gauge arrangement having range about 32 Kg/cm² with syphon tube etc.complete.100mm dia
1
-
869
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Item No. 8 :Supplying, erecting & terminating XLPE armoured cable 3 core 4 sq. mm. copper conductor 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/CU
-
-
-
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1) 3 core 2.5 sq mm
10
-
111
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1) 4 Core 4 Sqmm -
10
-
123
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Item No. 9 - :Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP
-
-
-
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Erathing with chamber
1
-
5110
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G.I Erath Strip
5
-
191
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Item No. 10 - :Providing erecting triple spur gear type Chain Pulley Block suitable for capacity as below with 6m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mak. 1 Ton capacity
1
-
11830
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Item No. 11 - :Providing set of tools as per detailed specification etc compete.
1
-
5000
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Item No 12 :- Panel Board Fabrication Skelton type Etc complete.
-
-
-
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Rate Ananlysis
1
-
52920
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Sub Work No 03 - Rising Main
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-
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Item No 01 - 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)
148.5
-
150
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Item No 02 - Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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
222.75
-
170
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Item No 03 - Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259)
222.75
-
192
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Item No 04 - 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)
148.5
-
572
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Item No 05 - Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)
148.5
-
755
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Item No 06 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
105.75
-
84
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Item No 07 - 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.
-
-
-
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125 mm ( 16.70 kg/m )
50
-
1069
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Item No 08 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour,etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
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125 mm ( 16.70 kg/m )
50
-
138
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Item No 09 - Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
-
-
-
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125 mm ( 16.70 kg/m )
0.05
-
14883
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Item No. 10 - Providing 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.
-
-
-
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125 mm.
20
-
474
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Item No 11 - Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread /insert joint / quick elease coupler joint /compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading /unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
-
-
-
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PE-100 a) 6 Kg/Sq. cm :
-
-
-
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125 mm
940
-
378
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Item No 12 - Providing and supplying in standard GI/P.V.C Specials as per requirement
-
-
-
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Item No 13 - 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-634 Part II
-
-
-
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125 mm
940
-
80
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Item No 14 - Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
-
-
-
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125 mm
0.94
-
8682
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Item No 15 - Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.
-
-
-
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Air Valve Single Ball Flanged / Screwed
Type - PN -1 - 20 mm
5
-
764
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Item No 16 - Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).
-
-
-
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Air Valve Single Ball (PN-1 and PN - 1.0) 20 mm
5
-
168
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Item No 17 - Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc.complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached.)
-
-
-
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Upto 150 mm
5
-
5578
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Item No 18 - 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.
5
-
10624
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Item No 19 - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /gneiss metal for foundation and bedding including bailing out water, form work,compaction, curing, etc. complete.(Cement 5.90 bags / cum)
-
-
-
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b) In PCC M-150
1.35
-
5640
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Item No. 20 Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete
771.76
-
84
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Item No 21. Providing ISI Standard RCC Pipes in Standard Lengths of Following class and Diameter Suitable for either collor Joints or rubber ring Joints or rubber ring joints excluding GST leived by GOI GOM in all respect including inspection charges transport to departmental stores unloading and stacking etc.complete.
-
-
-
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A) Class NP II ( For 2.00 m Length )
-
-
-
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i) 300 mm Dia
17.14
-
510
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Item No 22 - Lowering Laying and Jointing in Proper grade and alignment RCC Pipes with collor joints in CM 1:1 proportion or socketted RCC Pipes with rubber joint etc.complete.
-
-
-
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i) 300 mm Dia
17.14
-
204
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Sub Work No 04 - RCC ESR
-
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-
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Item No1:- RCC ESR
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, 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 .
Note : 1. The design of the structure be in accordance with rele vant ( I.S. 3370 - 1965 or revised.)
2. The design shall satisfy the stipulations as per IS 1893 -1984 and I.S. 13920 / 1993 for seismic force and I. S.-11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, provision of in ternal bracing is obligatory.External bracing is also obligatary.
4. The entire structure shall be in M-250 mix only.
-
-
-
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5. Plain round mild steel bars grade - I confirming to I.S. 432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I. S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed inthe design, one set of bracing be provided at the ground level. 'of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab epoxy painting to internal surface & 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
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-
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Note :
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-
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1. The design of the structure be in accordance with rele vant ( I.S. 3370 - 1965 or revised.)
2. The design shall satisfy the stipulations as per IS 1893 -1984 and I.S. 13920 / 1993 for seismic force and I. S.-11682/1985 for R.C.C. staging of overhead tanks.
3. For design having more than 6 columns, provision of in ternal bracing is obligatory.External bracing is also obligatary.
4. The entire structure shall be in M-250 mix only.
5. Plain round mild steel bars grade - I confirming to I.S. 432 part-I or high yield strength deformed bars confirming to I.S. 1786 or I. S. 1139 shall be used, grade-II mild steel bars will not be allowed.
6. Irrespective of the type of foundation proposed inthe design, one set of bracing be provided at the ground level.
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-
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7)' These rates include providing M.S. ladder for E.S.R’s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.
8) Stagging shall have to be designed with stresses of M-200 for ESR. However all RCC construction should be done in M-250 9) These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is struck at shallow depth extra provision of dewatering shall be made as per site condition. 10) All conditions given in the Member Secretary’s Circular No.MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-1/350/2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
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-
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11) 75% part rate shall be payable for reinforcement cocrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness in given; and till that work shall be treated as incomplete.
12) The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout,overflow and by-pass arrangement. The scope of work, however and includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column.
13) For ESR upto 500 cum capacity C.I. Double flanged pipe 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 m.m. thick ness up to 500 mm dia. and minimum 10 mm. thickness above 500 mm.dia can be used with proper anti-corro sive epoxy teratment from inside and outside. 14) Below mentioned rates are for foundations, with individual footing with bearing capacity of 20 tonnes per square metre. For raft
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-
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20 M and above - 4% per metre
For 17 M Staging height percentage calculation will be like below. 12 to 16 M --- 4 X 2 = 8 % 16 X 17 M --- 1 X 3 = 3 % Total = 11 %
For 21 M Staging height percentage calculation will be like below. 12 to 16 M --- 4 X 2 = 8 % 16 X 20 M --- 4 X 3 = 12 % 20 X 21 M --- 1 X 4 = 4 % Total = 24 %
-
-
-
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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. (Seis mic maps attached in this C.S.R.)
-
-
-
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@ Gaothan - Capacity 110000 liters 12.00 m St.Ht
1
-
1758225
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Item No.2 :--Providing and supplying ISI mark GI pipes having embossed ISI Mark of following class and diameter including all taxes(Central and local) railway freight,insurance,unloading from railway wagon,loading into trucks,transport to departmental stores/site,unloading stacking etc. complete.
-
-
-
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@ Gothan - 150 mm.( 19.70 kg./m )
60
-
1257
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Item No3:-Providing and supplying ISI mark C.I D/F valves of following dia including all taxes(central and,local ) insurance railway freight, unloading from railway wagon, loading into trucks transporting to departmental site,unloading, stacking,include
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-
-
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@ Gothan - 150 mm dia Sluice valves
4
-
10251
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Sub Work No 05 - Distribution System
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-
-
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Item No 01 - 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)
815.57
-
150
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Item No 02 - Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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
2446.71
-
170
... More
Item No 03 - Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-3/259)
1631.14
-
192
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Item No 04 - 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)
2446.71
-
572
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Item No 05 - Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259)
815.57
-
755
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Item No 06 - Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263)
1579.9
-
84
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Item No 07 - 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.
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-
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65 mm. ( 6.63 kg./m )
150
-
419
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80 mm. ( 8.64 kg./m )
120
-
551
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100 mm. ( 12.40 kg./m )
60
-
785
... More
125 mm ( 16.70 kg/m )
36
-
1069
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Item No 08 - Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour,etc. complete either underground or in vertical position, as directed by Engineer-in-charge.
-
-
-
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65 mm. ( 6.63 kg./m )
150
-
105
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80 mm. ( 8.64 kg./m )
120
-
118
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100 mm. ( 12.40 kg./m )
60
-
129
... More
125 mm ( 16.70 kg/m )
36
-
138
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Item No 09 - Hydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion.
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-
-
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65 mm. ( 6.63 kg./m )
0.15
-
11163
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80 mm. ( 8.64 kg./m )
0.12
-
12403
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100 mm. ( 12.40 kg./m )
0.06
-
13643
... More
125 mm ( 16.70 kg/m )
0.04
-
14883
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Item No. 10 - Providing 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.
-
-
-
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80 mm.
10
-
263
... More
100 mm.
4
-
453
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Item No 11 - Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread /insert joint / quick elease coupler joint /compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading /unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
-
-
-
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PE-100 a) 6 Kg/Sq. cm :
-
-
-
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75 mm
6080
-
134
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90 mm
3730
-
190
... More
110 mm
951
-
276
... More
140 mm
524
-
378
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Item No 12 - Providing and supplying in standard GI/P.V.C Specials as per requirement
0.1
-
2198522
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Couplers 75 - Rs. 379 / No
-
-
-
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Couplers 90 - Rs. 415 / No
-
-
-
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Couplers 110 - Rs. 577 / No
-
-
-
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Couplers 140 - Rs. 1257 / No
-
-
-
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Equal Tee 75 - Rs. 988 / No
-
-
-
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Equal Tee 90 - Rs. 1409 / No
-
-
-
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Equal Tee 110 - Rs. 1957 / No
-
-
-
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Equal Tee 125 - Rs. 2700 / No
-
-
-
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Reducer 90X75 - Rs . 502 / No
-
-
-
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Reducer 110X75 & Reducer 110X90 - Rs . 642 / No
-
-
-
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Reducer 125X90 - Rs . 713 / No
-
-
-
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End Cap 75 - Rs. 284 / No
-
-
-
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End Cap 90 - Rs. 323 / No
-
-
-
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End Cap 110 - Rs. 454 / No
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-
-
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Item No 13 - 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-634 Part II
-
-
-
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75 mm
6080
-
48
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90 mm
3730
-
67
... More
110 mm
951
-
70
... More
140 mm
524
-
107
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Item No 14 - Hydraulic testing of H. D. P. E./ M. D. P. E.pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour,operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
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-
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75 mm
6.08
-
4961
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90 mm
3.73
-
7442
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110 mm
0.95
-
7442
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140 mm
0.52
-
12403
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Item No 15 - Providing and supplying ISI mark C.I D/F valves of following dia including all taxes(central and,local ) insurance railway freight, unloading from railway wagon, loading into trucks transporting to departmental site,unloading, stacking,include etc complete.
-
-
-
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65 mm Sluice Valve
6
-
4966
... More
80 mm Sluice Valve
20
-
5132
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100 mm Sluice Valve
4
-
6835
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Item No 16 - Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.)
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-
-
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65 mm Sluice Valve
6
-
1251
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80 mm Sluice Valve
20
-
1738
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100 mm Sluice Valve
4
-
2272
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Item No. 17 - Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc.complete.
-
-
-
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100 mm x 225 mm (20 kg)
30
-
1544
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Item No 18 - 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.
-
-
-
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As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.
4
-
10624
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Item No 19 - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /gneiss metal for foundation and bedding including bailing out water, form work,compaction, curing, etc. complete.(Cement 5.90 bags / cum)
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-
-
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b) In PCC M-150
3
-
5640
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Item No. 20 - Refilling the trenches with available excavated stuff with soft matertial first over pipe line and then hard material in15 cm layers with all leads and lifts including consolidation, surcharging, etc.complete
6503.13
-
84
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Item No 21 - Providing ISI Standard RCC Pipes in Standard Lengths of Following class and Diameter Suitable for either collor Joints or rubber ring Joints or rubber ring joints excluding GST leived by GOI GOM in all respect including inspection charges transport to departmental stores unloading and stacking etc.complete.
-
-
-
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A) Class NP II ( For 2.00 m Length )
-
-
-
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i) 300 mm Dia
71
-
701
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Item No 22 - Lowering Laying and Jointing in Proper grade and alignment RCC Pipes with collor joints in CM 1:1 proportion or socketted RCC Pipes with rubber joint etc.complete.
-
-
-
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i) 300 mm Dia
71
-
204
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Sub Work No 06 - Trial Run & Name Board
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-
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Item No 1 - Commissioning, running and maintaing the scheme to quantities rated capacity, including manning necessary personnel such as operator, valveman etc as per requirement of the scheme and who should aslo administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personal spared by MJP/ Local Body and handing over the scheme to local Body after completion of the above period as directed by Engineer-in-charge.
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-
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a) For single village ( One Months)
1
-
26244
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Item No 2 - Providing and fixing board displaying information,such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc',having rectangular shape of 1.20m x0.90 m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete ,on M.S. angle of size 35x35x3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65mmx65mmx6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the board sin 1:4:8 concrete block of size 60cmx60cmx75cm including ,excavation ,refilling, transportation, and labour etc complete.Spec.Number As directed by Engineer in Charge
1
-
8848
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