Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date15 Apr 2025
Closing Date22 Apr 2025
Tender Amount₹ 1,00,63,767
Costs
EMD
₹ 1,00,638Document Cost
₹ 5,000Tender Fee
₹ 500
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_SATAR_1170410_1Tender No
ZPS/RWS/JJM/2025 - 1st callTender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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c)In weathered rock / soft rock
3
3537
10612.8
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d)In hard rock other than quartzite
3
5101
15305.4
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e) In Hard rock quartzite
2
10116
20233.4
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Item No.2:-Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for head works i.e. intake well, connecting main, jack well, pump house, supply well, etc. for lift as below and lead of 150 M including barricading, guarding and disposing off surplus excavated stuff within a radius of 0.5 km. as directed, etc. complete excluding refilling.
Lift 0.00 to 1.50 M
169.56
367
62296.34
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Lift 1.50 to 3.00 M
142.48
400
57047.99
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Lift 3.00 to 4.50 M
117.75
433
51032.85
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Lift 4.50 to 6.00 M
95.38
466
44484.07
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Lift 6.00 to 7.50 M
75.36
549
41398.26
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As per site condition : Add for each additional lift of 1.5m beyond initial lift 1.5m
-
-
-
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Item No.3:-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
Lift 07.50 to 09.00 M
42.39
1026
43504.86
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Lift 09.00 to 10.50 M
42.39
1060
44950.36
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Lift 10.50 to 12.00 M
42.39
1094
46395.86
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Lift 12.00 to 13.50 M
42.39
1128
47841.35
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Lift 13.50 to 15.00 M
42.39
1162
49286.85
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As per site condition : Add for each additional lift of 1.5m beyond initial lift 1.5m
-
-
-
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Item No.4:-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.
a) M-150
8.84
6469
57160.71
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Item No.5:-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)
RCC M-200 for water retaining structure
a) For Ring Beam Bottom Ring ( 500 mm x 300 mm )
3.16
9541
30109.8
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a) For Vertical Wall (7.5 m below GL & 1.5 m above GL )
Above 1.5 m from GL
6.31
10244
64655.88
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From GL to 5 m
21.04
10244
215519.58
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From 5m to 6m
8.63
11268
97199.33
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Item No.6:-Providing and fixing in position 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)
0.8% of RCC Qty Lift 0 to 1.5 m above GL
0.5
88749
43970.29
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Lift 0 to 5 m below GL
1.65
88749
146567.63
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Lift 5 to 7.5 m below GL
0.92
88749
82077.87
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Item No.7:-Providing stuctural 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-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete.
1.06
92422
97564.36
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Item No.8:-Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S.angles (25x 25x 5 mm size) including welding,cutting and fabricating the plates to the required square or rounding shape,making holes in the plate, includingproviding and applying 3 coats of anticorrosive paint,etc.complete as directed by Engineer-in-charge.
6 mm thick
12
5671
68059.2
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Item No.9:-Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved welding,anchoring and applying 3 coats of anticorrosive paint, etc. complete asdirected by Engineer-in-charge
3
1642
4926.9
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Item No.10:-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thickM.S.angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shadeincluding cost of all labour, transporting bends to curved shape, etc.complete.
16
1310
20961.6
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Item No.11:-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.
7.5 BHP pumps daily 8 hrs for 30 days
1800
97
176220
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Item No.12:-Providing and fixing in position C.I. dapuri steps for 22 mm dia. M.S. step with proper anchorage, etc. and providing and applying 3 coats of ant-corrosive paint, etc complete as directed by Engineer-incharge
34
510
17353.6
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Item No.13:-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 with all leads and lifts
7.2
254
1829.52
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Item No.14:-Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in 15 cm layers with all consolidation, surcharging etc. complete.
308.23
101
31192.82
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Horizontal borewell 30 m each
180
331
59748.48
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Item No.15:-Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.
Lps less than 25,000
7
2741
19188.4
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Subwork No.2 :- Pumping Machinary For Ex.well 5 BHP, Discharge = 1261 LPH, Head = 114 m Item No.1:- Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer. Pump should have suitable discharge outlet as per manufacture's design. Antithrust streamlined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump.
Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) upto 8 stages
Provide duplicate set of submersible pump capable of discharging 1261 litres/hour against a total head 114 M be driven by 5 B.H.P electrical motor directly coupled to it . One pump will be in operation and one pump will be standby.
2
44389
88779
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Item No.2:- Supplying and erecting Cupboard type panel board.
1
20274
20274
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Item No.3:- Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete.
100
211
21120
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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.
50 mm dia (Medium) on well
48
413
19824
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Item No.5:-Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)
a) Without bypass arrangement - PN - 1
50 mm dia
2
3983
7966
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Item No.6:-Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.
a) Sluice valve - PN - 1 (Without bypass)
50 mm dia
2
5038
10076
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Item No.7:-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.)
a) Sluice valve - PN - 1 (Without bypass)
50 mm dia
4
1026
4105.2
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Item No.8:-Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia)
1
992
992.2
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Item No.9:-Providing pipe type earthing with 40mm dia G.I Pipe or 20 mm dia G.I Rod complete with all materials as per specifications no EA-EP
Plate type Electrode (IS 3043)
1. For panel board - 1No.
1
1500
1500
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a.Supplying and erecting 'b' class GI bend in position with necessary material.
50 mm dia
4
234
936
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b.Supplying and erecting 'b' class GI Tee in position with necessary material.
50 mm dia
1
309
309.48
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Subwork No.3:-Filter Room Item No 1 Excavation for foundation/pipe trenches in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259 MJP DSR 23-24 Pg. No. 42 I.No.1 Basic rate Rs. 165/- Add 10% for Hilly Area . 1) Lift 0 m to 1.50 m.
9.77
181
1772.35
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Item No 2 Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by ERngineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259 MJP DSR 23-24 Pg. No. 42 I.No.2 Basic rate Rs. 187/- Add 10% for Hilly Area 1) Lift 0 m to 1.50 m.
4.32
205
888.62
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Item No 3Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1MJP DSR 19-20 Pg. No. 61 I.No.1-b Basic rate Rs. 5881 add 10%
3.04
6469
19666.06
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Item No 4 Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation For 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 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). In RCC M-250 For Footing M 200 Add 10%
2.43
9696
23562.5
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Item No 5
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-250 grade - all types of columns. For Column M 200
3.02
9696
29237.86
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Item No 6
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 nesessary 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) For RCC M-200 grade Beams/Braces/Lintels For Beams / Lintels M 200
1.97
9541
18770.19
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Item No7
Providing and casting in situ C. C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work 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 CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo 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 Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase For Slab M 200
3.13
10244
32112.81
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Item No8
Providing and fixing in position steel bar reinforcement in position steel bar reinforcement of various diameters for R.C.C. Piles, caps, footings, foundatio-ns, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copints, fins, drawings, and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.
0.84
88749
74884.62
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Item No9
Filling in plinth and floors/trenches with contractors murum for Bedding in 15 cm to 20 cm layers including watering and compaction ….etc complete.
7.12
101
720.92
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Item No10
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in plinth as backing in composite masonry including bailing out water manually, striking joints, raking out joints and watering etc Complete.
3.12
8676
27085.15
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Item No 11
Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding Comp.
9.25
9212
85229.63
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Item No 12
Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35x35x5mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar suspension shaft of minimum 32mm diametre, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including 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)
a) without mechanical gear
6.3
5715
36008.28
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Item No 13
Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/glazing with plain obscured glass pane and of approved type and quality and fixtures and fastenings, without teak wood boxing and architraves and finishing with oil painting two coats complete.
2.43
5052
12277.09
... More
Item No 14
Providing internal cement plaster 12 mm thick in two coats in cement mortar 1:4 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc.complete.. A) Cement Plaster in cm (1:4)
52.8
311
16436.64
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Item No 15
Providing rough cast cement plaster externally in two coats to concrete, brick or stone masonary surfaces in all positions with base coat of 12 to 15 mm thick in C.M. 1:4 and rough cast treatment 12 mm thick in ortion 1:1 1/ 2:3 including scaffolding and fourteen days curing complete.
71.58
627
44881.91
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Item No 16
Providing and applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces (excluding the primer coat.) complete.
52.8
55
2904
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Item No 17
Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if ecessary cleaning and preparing the surfaces, watering for two days complete.
71.58
88
6299.22
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Item No 18 ProvidingandlayingPolishedShahabadStoneflooring25mmto30mmthickandrequiredwidthwideinplain/diamondpatternonabedof1:6C.M.includingcementfloat,fillingjoints,withneatcementslurry, curing, polishing and cleaning etc. complete.
16
833
13340.8
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Subwork No.4:- Item No. 1 - Designing, Providing, supplying, and commissioning of Zeosorb sand media German nanometric pressure filter of flow rate - 30 CuM/Hr, vessel size - 4' x 3' and Activated carbon filter German make media for flow rate 10 Cu.M./Hr , vessel size - 4' x 3' including transportation, freight charges, inspection charges loading, unloading, conveyance to the site of work and errecting the same in closed shed provided by owner/ VP duly protected from sunrays and rains. Media life should be minium 3 (Three) years and Plant warranty should be 12 months against any manufacturing defects.
1
850000
850000
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Subwork No.5:- Rising Main Total Length = 2500 m 90 mm HDPE 10 KG From well to M.T Providing and supplying in standard lengthsPolyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointingmaterial 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.
90 mm HDPE 10 KG/CM2
2500
350
875000
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Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 90
15
254
3810
... More
Equal Tee 90
6
624
3744
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LNPE 90 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
2
390
780
... 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.80 ø medium
24
981
23544
... More
Providing and supplying ISl 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
80 ø
2
4910
9820
... More
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete
Without by pass arrangement - PN -1 Scour Valve
80 ø
2
6158
12316
... More
Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes (Central and local), insurance, third party inspection charges, loading, unloding, transportatoin upto departmental stores / site, etc. complete. Air Valve Single Ball Flanged Type - PN -1
25 ø
7
1265
8855
... 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
525
181
95287.5
... More
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. (Bd_x0002_A-2/259)
Lift 0 to 1.5
525
205
107992.5
... 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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
350
691
242165
... 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)
Lift 0 to 1.5
350
1230
430815
... 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, etc. complete. (Bd-A-10/263) from excavated stuff
262.5
101
26565
... 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
90 mm HDPE 10 KG/CM2
2500
82
206250
... 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
position.. Working pressure 6 kg/cm2
90 mm HDPE 10 KG/CM2
2.5
9168
22921.25
... More
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.
Medium Pipe
80 ø
24
145
3484.8
... More
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.
Medium Pipe
80 ø
0.02
15280
366.72
... More
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
80 ø
4
2141
8566.8
... More
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.)
upto 150mm
7
7056
49395.5
... More
Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:2:4 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
As above of 60x45cm internal size and depth upto 0.9 m with precast R.C.C slab and cover.
2
8124
16249.2
... More
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)
For encasing and reconstruction of road
5.85
6469
37861.21
... More
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.
1471.6
101
148925.48
... More
Subwork No.6:- Foundation For Metallic Tank
Item NO-1 Excavation for foundation /Pipe trenches in soil/Hard Murum/Soft Rock/ Hard Rock including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation and excluding back filling etc.
A) Soil
3.85
181
698.01
... More
B) Soft Rock
7.69
691
5321.83
... More
C) Hard Rock
7.69
1230
9467.61
... More
For Approach Road
A) Soil
250
181
45375
... More
B) Soft Rock
150
691
103785
... More
C) Hard Rock
50
1230
61545
... More
Item NO-2 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)
2.14
6469
13821.62
... More
Item No-3 Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundationlike 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)
9.61
8719
83835.73
... More
Item No-4 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). Tor Steel
0.91
88749
81061.6
... More
B) Patable Water Tank
-
-
-
... More
Item No-1 Supply and installation of prefabricated ground
water storage bolted tanks, a complete
package in knockdown, ready to assemble
construction consisting of outer wall surface
mad out of special grade hot dip aluminum –
Zink alloy, metallic factory coated steel
confirming to IS-15961-2012 minimum
thickness of 0.6 mm = The inner surface
should be provided with liners of minimum 0.6
mm thickness of reinforce polyethylene or
polypropylene or metallocene material suitable
for drinking water purpose. Top cover shall be
of polyethene tape monophylament yarn or
woven polypropylene or corrugated G.I.
Sheets Rate include cost of inlet, outlet,
overflow Pipes up to 5 m from periphery of
tank including ball valves of standard quality ,
aluminum ladder, level indicater, water
tightness test, transportation up to site of work
excluding GST levied by GOI & GOM in all
respect etc.complete. With RCC
Foundation
200000
8
1731400
... More
A) Above tanks can be installed on elevated
platform. ( ESR ) the rate of tank
does not include the cost of elevated platform.
2% extra to be considered for installation of
tank on elevated platform.The elevated
platform needs to be designed as per
requirement & which will be paid separately.
The elevated platform must be of steel framed
structure.
-
-
-
... More
B) For the dome type GI corrugated roof
structure with hot dip galvanized trusses with
GI manhole for access for cleaning and
maintainance, 10 % extra shall be added.
1
173140
173140
... More
C) For heavy duty five layer polypropylene
reinforced liner with mettallocene contact layer
having a minimum thickness of 1 mm- 10 %
extra shall be added
-
-
-
... More
D) Incase Rain water harvesting filters & system
to catch the rain form the GI Tank roofs
mounted on the Tank roof and supplied with
tank then 10 % extra shall be added.
1
173140
173140
... More
E) Hilly region
1
173140
173140
... More
Compound For Metalic Water Tank :
ITEM NO.1- Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50 x 50 mm 8 gauge thick and fixed 75 mm above Ground level vertical M.S Angle of 40 x 40 x 6 mm size embedded in C.C. block of 1:4:8 mix of size 450X 450 x 670 mm. at 1.75 M.cc with iron bar 16 mm dia. as bold fast including welding link with angle frame at 30 cm c/c nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. lat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm Angles both sides at every corner or bends embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 nm including 3 coats of oil painting etc. complete. Spec. No.: As directed by Engineer in charge.
48
2787
133795.2
... More
ITEM NO.2- Providing and fixing MS Gate 2.5 m wide for compound with 40mm dia. GI pipe approved grill work RCCM150, side piller of 25cmx40cmx2.5m height, foundation, finishing, painting etc complete.
1
36449
36449.6
... More
ITEM NO.3- Providing and fixing Wicket Gate 1.0rn wide for compound with 40inim dia. GI pipe approved grill work RCC M150, side piller of 25cmx40cmx2.5mm height, foundation, finishing, painting etc complete.
1
22805
22805.2
... More
ITEM NO.4- Online Chlorination unit -1 unit-2500000lit water chlorination capacity of single cartridge at 1ppm dosing price includes transportation upto site with installation.
1
58500
58500
... More
Annual maintenance & operation of non electric online automatic chlorination fitted online on water supply scheme as mentioned in above item.
5
9000
45000
... More
Subwork No.7:- Distribution System Total Length = 2180 m 63 ø mm to 75 ømm HDPE PN6 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.
63 øHDPE 6 KG/CM2
2080
112
232960
... More
75 øHDPE 6 KG/CM2
100
155
15500
... More
Providing & Supply of Electro Fusion Fittingsin accordance with BS EN12201: Part-3 suitablefor drinking water with in black/ blue colourmanufactured from compounded PE80/ PE100virgin polymer and compatible with PE80/PE100pipes, in pressure rating SDR11 with min PN12.5rated for water application and shall be inclusive ofall cost such as testing, inspection charges,transportation up to store, transit insurance,loading, unloading, stacking excluding GST leviedby GOI & GOM in all respect, etc. complete.
Couplers 63
22
146
3212
... More
Couplers 75
2
195
390
... More
Equal Tee 63
3
341
1023
... More
Equal Tee 75
2
458
916
... More
LNPE 63 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
3
195
585
... More
LNPE 75 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint
1
293
293
... 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.
Medium Pipe
50 ø
18
413
7434
... More
65 øMedium
12
524
6288
... More
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.
50 ø
2
5038
10076
... More
65 ø
1
5959
5959
... 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5
457.8
181
83090.7
... More
Excavation 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. Lift 0 to 1.5
457.8
205
94169.46
... 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_x0002_charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
Lift 0 to 1.5
228.9
691
158375.91
... 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)
Lift 0 to 1.5
228.9
1230
281753.01
... 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, etc. complete. (Bd-A-10/263)
from excavated stuff
232.02
101
23480.79
... 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
Working Pressure 6 kg/cm²
63 ø 6 kg/cm²
2080
55
114400
... More
75 ø 6 kg/cm²
100
59
5940
... 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 position...
63 ø 6 kg/cm²
2.08
6111
12712.13
... More
75 ø 6 kg/cm²
0.1
6111
611.16
... More
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.
Medium Pipe
50 ø
18
89
1603.8
... More
65 øMedium
12
129
1557.6
... More
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.
Medium Pipe
50 ø
0.02
9168
165.03
... More
65 øMedium
0.01
13753
165.04
... More
Lowering, laying, jointing in position following CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves )
50 ø
2
1026
2052.6
... More
65 ø
1
1541
1541.1
... More
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
100 mm x 225 mm (20 kg)
3
1901
5705.7
... More
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)
For Road Reconstruction PCC M150
15.74
6469
101809.53
... More
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.
Net volume of refilling
1121.84
101
113529.86
... 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-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.)
50 mm
2
3289
6578
... More
65 mm
2
3747
7495.4
... More
Subwork no.6:- INFORMATORY SIGN BOARDS, TRIAL RUN AND CHLORINATION Item No. 1:- Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge.
For single village
1
30181
30181
... More
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 x 0.90m 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
35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge with two coats of greystove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.
1
10912
10912
... More
Subwork No.10:-FUNCTIONAL HOUSEHOLD TAP CONNECTION (FHTC) Item No.1:- Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in
A) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe
For MDPE/UPVC Pipe Service Connection on Disribution main.
(Without Road Crossing)
For 15 mm Service connection
40
3179
127160
... More
Item No.2:- For MDPE/UPVC Pipe Service Connection on Disribution main.
(With Road Crossing)
For 15 mm Service connection
5
3746
18733
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