Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date7 Nov 2022
Closing Date2 Dec 2022
Tender Amount₹ 67,71,626
Costs
EMD
₹ 68,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_849200_9Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 61/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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LIFT 4.5 to 6.0 M
142.48
-
431.4
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LIFT 6 to 7.50 M
117.75
-
458.4
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LIFT 7.50 to 9.0 M
95.38
-
485.4
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Item No.2 :- Excavation for in general in Hard material comparising of soft rock, hard rock manjra rock in wet or dry condition for head works ie. Intake well connecting main jack well pump house supply well etc. for lift 1.50 M and lead of 150 M including barricating guarding disposing off surplus excavated stuff with radius of 0.50 km as directed by engineer in charge. LIFT 9 to10.5 M
75.36
-
945.7
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LIFT 10.5 to 12 M
75.36
-
1001.7
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LIFT 12 to 13.5 M
29.44
-
1029.7
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LIFT 13.5 to 15 M
29.44
-
1057.7
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Item No.3 :- Providing & laying in situ,following grade of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. M-15 Grade PCC 1:2:4 Levelling course Lift 7.50 TO 9
2.95
-
7602.7
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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 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 For foundation (M-250) Foundation Beam for Jack well Lift 10 to 15 m
3.79
-
9698.6
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Item No.5 :- 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, plywood formwork, bully / steel prop-ups, 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 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 slabs / landings / vertical walls / waist slabs / steps for staircase. RCC M 200 FOR WALL Lift 10 to 15.0 m Below GL, Steining wall
6.32
-
11342.6
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Lift 5 to 10.0 m Below GL, Steining wall
21.05
-
10411.3
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Lift 0 to 5 m BELOW GL Steining wall Above GL, Steining wall
48.42
-
9480
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Item No. 6: - Providing and fixing in position for steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns canopies, stair cases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and shedules including cutting, bending, hooking the bars, binding with wires, or tack welding and supporting as required etc. complete(including cost of binding wire). @ 80 kg/cum of concrete. Lift 0.0 to 5.00 m
3.87
-
98286.3
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Lift 5.0 to 10.00 m
1.68
-
103146.6
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Lift 10.0 to 15.00 m
0.51
-
108006.9
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Item No.7 :- 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. (Bd-A
2250
-
78.3
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Item No. 8 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete. Total Excavated Qty Deduct Volume of well Deduct RCC BEAM Item 4 Deduct PCC Item 3 Filter Media it no 11
466.42
-
92.4
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Item No 10 :- 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. C I Dapuri steps for intering supply well
25
-
395.7
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Item No.11 :- Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery / trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge lift 9.0 to 10.5 lift 10.50 to 12 deduct volume of well deduct Item of PCC &Ring Beam Below SWL SAND FILLINF 40% Bboulder filling 60%
20.8
-
1271.9
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Item No.12 :- Providing and Filling aroud the well boulders filling of selected variety and size of boulders including cost of all materials,labour, transportation, etc. complete as directed by Engineer-in-charge. Around the well 50% of filling of excavated qty up to 3 m
31.2
-
997.7
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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. Below SWL
16.5
-
203.2
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Item No.13 :- Providing and fixing mild steel grill work for windows/ventilators of 20 Kg./Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete.
44.89
-
1909.8
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Item No.14 :- Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete. ISMB 250 x 125 mm ISMC 100 x 50mm ISMC 100 x 50mm Add 20% for hoisting arrangement
0.55
-
70918
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Item No.15 :- Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge. M. S LADDER GL TO FLOOR SLAB
2
-
1518.2
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Item No.16 :- Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. Vertical bore
40
-
1561.2
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Item No.17 :- Providing, constructing Horizantal Bore as per GSDA certificate and as per of Engineer in charge, till the completion of work as directed by the Engineer in charge.
320
-
362.45
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Item No.18 :- Transporation of Metal And Sand total quantity of concerte Item no 3-PCC M-150= 2.93 CUM Item no 4-RCC M-250 = 3.12 CUM Item no 5-RCC M-200 = 39.60 CUM 1)SAND
20.54
-
348.08
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2)METAL
41.09
-
1577.04
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SUB WORK NO.2:- SWITCH CONTROL ROOM 3 M X3 M X3 M Item No.1 Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance - -- etc. cmplete. Lift 0.00 to 1.50 M
20.25
-
187
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Item No. 2. Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete.
1.35
-
1209.5
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Item No. 3. Providing and laying in situ following grades of C.C. of trap /granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting & curing etc. complete. P C.C. 1 : 2 : 4 BED CONCERTE
1.03
-
6361.9
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Item No. 4. Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement) For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc. Lift 0.00 to 3.00 M. Footing M- 200
2.08
-
7504.1
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for column m- 150
1.1
-
8547.3
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For Beams & Lintels m - 150
2.23
-
8446.3
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For Chajjas M- 200
0.31
-
9439.8
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For Slab & Landing M- 200 lift 0 to 3 m
1.62
-
9480
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roof slab lift 3 to 6
1.61
-
9666.26
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Item No. 5. Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, 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 as required complete.(including cost of binding wire) Lift 0.00 to 3.00 M.
0.72
-
98286.3
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Item No. 6. Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6 Lift 0.00 to 5.00 M.
7.27
-
8164.5
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Item No. 7. Providing and fixing solid core flush door commercial type on single leaf 16 mm thick Bison Panel cement bonded particle Board including Teak wood lipping beading on all four edges without ventilator commercial type of exterior grade as per detailed drawings with wrought iron hold fast,stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting three coats complete. Doors
2.1
-
3924.5
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Item No. 8. Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality and fixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete.
1.08
-
4970.5
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ItemNo. 9. Providing internal cement plaster 20mm. thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing etc. complete A ) 20 mm thick cement plaster cement mortar 'for Inside1:4
75.72
-
418.3
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Item No.10. Providing and applying washable oil bound distemper of approved colour and shade to new surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats).
75.72
-
103.5
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Item No. 11. Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curing etc. complete.
9
-
598.8
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Item No.12. Refilling with plinth and floor trenches with contractor murum for bedding in 15 cm to 20 cm layer including watering and compaction etc. complete.
17.9
-
92.4
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Item No. 13. Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge. M. S LADDER GL TO FLOOR SLAB
3
-
1518.2
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Item No. 14. Providing electrification in switch control Room and Name plate of scheme
1
-
3000
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Item No. 15.Transportation of Metal and Sand as per lead statement Sand
6.33
-
348.08
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Metal
8.49
-
1577.04
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SUB WORK NO.3 :- Pumping Machinery for EX Supply well Item No.1 Providing erecting and giving test of Submersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below. Submesible pump set 150 mm dia ( with Bronze? Stainless steel (CF8M) upto 8 stages 3 B.H.P.min head -35 M Q 3665 Lit/hr for Supply Well
2
-
36994
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Item No. 2 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. I.G.-4 with contractor rating 16 amp.
2
-
2392
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Item No. 3 Supplying, erecting & terminating XLPE armoured cable 3 core 4sq. 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 CB 1-3 core - 4 sq mm PVC cable
60
-
175
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Item No. 4 :- Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. Clamp.
2
-
375
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Item No. 5 Providing ISI mark G.I. pipe of following class and dia.
excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. complete
as per IS-1239/2004. 50 mm dia. G.I. Heavy Class. For Supply well
48
-
490
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Item No. 6 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 50 mm dia. G.I. Heavy Class. For Supply well
48
-
89.1
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Item No. 7 Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984 Sluice valve 50 mm dia. For Supply Well & bore Well
2
-
4198
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Non Return valve - 50 mm dia.
2
-
3319
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Item No. 8 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.) Sluice valve 50 mm dia. For Supply Well & bore Well
2
-
833
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Non Return valve - 50 mm dia.
2
-
833
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Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB 32 A/40-4Pole, 3 Phase.
1
-
4771
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Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate)
2
-
2278
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Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer
1
-
834
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Item No. 12 Providing and erecting main switch or ISI mark - Amp.
1
-
947
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Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete. M.S.Frame pannel board
1
-
190
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Item No. 14 Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosing PVC cable.
20
-
10
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Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate. For bore well
1
-
4288
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Item no 16 Supplying and erecting 'B' class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend
2
-
216
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PW 2-5 G.I. Tee 50 mm dia.
1
-
289
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Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top. pressure gauge 100 mm dia.
40
-
138
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Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected with necesssary PVC wire Voltmeter 144 x 144 Sq. mm.
1
-
1310
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Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply . Ammeter 96 x 96 Sqmm.
1
-
1366
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Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire.
1
-
597
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Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame. I)Incoming ICTPN-32 Amp/
1
-
2647
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ii)out going ICTP-16 Amp.
1
-
2647
... More
iii)For lighting ICDP-16 Amp.
1
-
2647
... More
Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete
1
-
81
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Item No. 23 Operation of pumping machinary through mobile network system
1
-
12000
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SUB WORK NO.4 :- Extension of Rising Main 90 mm HDPE 6 Kg/Sqcm Item No. 1. 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. preparing the bed for the foundation and excluding back filling complete.
189
-
165
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Item No. 2. 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
189
-
187
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Item No. 3 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
126
-
211.2
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Item No. 4 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in- charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259)
126
-
629.2
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Item No. 5. 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)
18.9
-
1118.7
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Item No.6. Providing and supplying in standard lengths Polyethelene Pipes, conforming to latest version of IS 4984: 2016, 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 GOI & GOM in all respect etc. complete. 90 mmHDPE 6 kg/sqcm PE - 100
900
-
244
... More
Item No. 7 Lowering laying and jointing HDPE /MDPE pipes in proper position including all specials by Compression fitting / Electrofusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like Electrofusion machine, Electric mirror/ heater / But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer incharge as per IS - 7634 Part II. 90 mmHDPE 6 kg/sqcm PE - 100
900
-
73.7
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Item No.8. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm GI Pipe Medium For crossing
30
-
1571
... More
Item No.9. 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. 80 MM Valve for
1
-
5132
... More
Item No. 10 Providing and supplying Air Valves as per IS-14845 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 such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete. 50 mm Double ball flanged TYPE PN 1
3
-
5850
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Item No. 11. 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. 90 mmHDPE 6 kg/sqcm PE - 100
0.9
-
8186.2
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Item No. 12. 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. 150 mm GI Pipe Medium For crossing
30
-
158.4
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Item No. 13 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.) 80 MM Valve for
1
-
1911.8
... More
Item No.14. Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves). 50 mm Double ball flanged TYPE PN 1
3
-
366.3
... More
Item No. 15. Providing and fixing position air valve shaft including providing and fixing G.I. 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 vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge . Upto 150
3
-
5578
... More
Item No. 16. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
447.35
-
92.4
... More
Item No. 17. Proiding & supplying of electro fusion HDPE Specials in accordance with BS EN12201:Part-3 suitable for drinking water with in black blue colour manufactured from compounded PE100 virgin polymer and compitable with PE 100 virgin polymer and compitable with PE 80 /PE100 pipes,in pressure rating SDR11 with min PN 12.5 rated for water application and shall be inclusive of all cost such as testing,inspection charges,transportation upto store,transit insurance,loading unloding,stacking excluding GST le ied by GOI & GOM in all respect. etc complete. 10% of cost Pipe
219600
-
0.1
... More
Item No. 18. Providing and constructing B.B.masonary valve chamber with 15 cm 1;3;6proportion PCC bedding excluding excavation Bb masonary in CM 1;5 PROPORTION PRECAST rcc frame and cover etc complete as directed by engr in charge size .60x.45x1.20 m for scour valve
1
-
6770.3
... More
Item No. 19. Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete.
6.3
-
6361.9
... More
Transportation of Metal and Sand as per lead statementSand
2.8
-
348.08
... More
Metal
5.67
-
1577.04
... More
SUB WORK NO.5 :- ESR OF CAPACITY 19000 LITERS, Item No. 1. Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. ESR 19,000 liters 12 M staging
1
-
864970
... More
Item No. 2. Providing and supplying ISI standard D I double flanged pipe excluding GST leived by GOI and GOM in all respect including railway freight insurance unloaduing from railway wagon loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) 100 mm dia CI D/F pipe for Inlet Outlet Overflow Bypass and Washout
56
-
1813
... More
Item No. 3. 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. 100 mm dia PN 1 for Inlet
1
-
6835
... More
100 mm dia PN 1 Bypass
1
-
6835
... More
100 mm dia PN 1 Washout
1
-
6835
... More
Item No. 4. Providing and supplying ISI standard D. I. specials & fitting with sealing rubber gasket of S.B.R,complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour ,materials, and transportation to stores / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523. 80 to 300 mm dia.
100
-
73
... More
Item No.5. Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. plot size 15x15 M
58.5
-
697
... More
Item No 6 Providing and fixing M.S. gate 2.5 m wide for compound with 40 mm dia M.S. black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 m height, its foundation, finishing, painting etc. complete.
1
-
31862
... More
Item No 7. Transportation of following material to site of work including loading, unloading, stacking etc. complete. Metal
20.4
-
1577.04
... More
Sand
10.8
-
348.08
... More
SUB WORK NO.6 :- Distribution System Item No. 1. Excavation for foundation / pipe trenches in earth soils of all types, Sand,gravel and soft 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.
199.5
-
165
... More
Item No. 2 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.
304.5
-
187
... More
Item No. 3 Excavation for foundation / pipe trenches in hard murum and boulders ,WBM road 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.
365.4
-
211.2
... More
Item No. 4 Excavation for foundation / pipe trenches in soft rock and old cement & line masonry foundation asphalt road 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.
243.6
-
629.2
... More
Item No. 5 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. Only for cement road
105
-
1118.7
... More
Item No. 6 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 90 mm PVC 4 kg/sqcm
240
-
160
... More
75 mm PVC 4 kg/sqcm
1500
-
115
... More
Item No. 5 Providing PVC specails complete 10% of cost pipe
1
-
21090
... More
Item No. 6. Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). 90 mm PVC 4 kg/sqcm
240
-
34.1
... More
75 mm PVC 4 kg/sqcm
1500
-
27.5
... More
Item No. 7. Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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. 90 mm PVC 4 kg/sqcm
0.24
-
4093.1
... More
75 mm PVC 4 kg/sqcm
1.5
-
2729.1
... More
80 mm dia PN 1.
5
-
5132
... More
80 mm dia PN 1.
5
-
1911.8
... More
80 mm dia PN 1.
5
-
213.4
... More
Item No.10. Providing ISI mark GI. pipe of following class and dia. including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 100 mm GI Pipe Medium For Incasing on Nallah and road
30
-
981
... More
80 mm GI Pipe Medium For Incasing on Nallah and road
60
-
689
... More
Item No.11 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. One coupler shall be provided with each full length of pipe cost of which is included in rates below. 100 mm GI Pipe Medium For Incasing on Nallah and road
30
-
141.9
... More
80 mm GI Pipe Medium For Incasing on Nallah and road
60
-
129.8
... More
Item No.12 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)
5
-
1578.9
... More
Item No. 13. Filling in plinth and floors / trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
1287.9
-
92.4
... More
Item No. 14 Provding and constructing RCC CATTEL TROUGH as per drawing and design as per directed by engineer
1
-
141006
... More
Item No. 15 Providing and laying in situ following grades of C.C. of trap/granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. PCC M-150 FOR ROAD RESTAINING
30
-
6361.9
... More
Transportation of Metal and Sand as per lead statement Sand
13.5
-
348.08
... More
Metal
27
-
1577.04
... More
SUB WORK NO.7 :- MISCELLANEOUS WORKS Item No 1:- Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP/ Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Depertment. Scheme with 1 village Three Months basic rate+ 10% on labour rate
3
-
27964
... More
Item No 2:- Providingandfixingroadjunction/informationsignboardsofsize1.80x1.20MeterPrepared16guageM.S.sheetonframeofsize40x40x5mmwithcrossbracingofsize35x35x5mmincludingpaintingwithonecoatofzinccromatestovingprimerandtwocoatseachofgreen/whitebackgroundandbacksidegraystoveenamelled,bondedwithredretroreflectivesheetEngineeringgrade,border/letters/numeral/arrows,coatedwithnonpealablecrystalclearprotectivetransperentcoatretaining100%reflectionincludingtwoangleironpostofsize65x65x6mmof3.65m.longinflatedatbottomdrilledontopandpaintedinwhiteandblackbandsof30cm.with4Nos.highstrengthG.I.boltsandnutsofsize10mmdia.and20mmlongsheetandangleironpostinonepiecewithoutjointsincludingalltaxes,conveying,fixingingroundwithcementconcrete1:4:8blockof60cmx60cmx75cmsizeasdirectedbyEngineer-in-chargeetc.complete.Mild
1
-
19512
... More
Item No 3:- For Platform & Vertical Standpost 1) TOTAL HOUSE HOLD - 104 NOS
104
-
1165
... More
SUB WORK NO.8 :- Tap Connection and New connection 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 mai A) With Road Crossing WITH GST
52
-
2668
... More
B) Without Road Crossing WITH GST
52
-
1721
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