Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date20 Jul 2022
Closing Date5 Aug 2022
Tender Amount₹ 76,19,732
Costs
EMD
₹ 77,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_819631_11Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 21/2022-23Tender 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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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. LIFT4.5 to 6 M
42.39
-
1100
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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. PCC M-150 1) for bedding 1) for bedding
1
-
7126.98
... More
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 in RCC - 25 Lift 5 to 10 m
2
-
9348.09
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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.in RCC M-25 vertical walls Lift 0 to 5.0 m above GL
3.34
-
10429.49
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Lift 0 to 5.0 m below GL
18.52
-
10430.49
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IN RCC M-25: Roof Slab Lift 0 to 5.0 m above GL
2.78
-
10430.49
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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).Lift 0.0 to 5.00 m
1.86
-
84527
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Item No.7 :- Providing and fixing in position CI type dapuri steps of 22 mm diameter MS bar steps with Propor anchorage etc. and providing and applying coats of anti-corrosive paints etc. complete as directed by Enginer-in-charge
25
-
387
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Item No.8 :- Providing, Lowewering, Laying and placing in position, shrouding material for porous pipe gallary/slotted pipe gallary/trench gallary with all leads| and lifts involved including transportation of materials to site of works,screening and washing of materials and placing in position materials and placing in position with even sections ete complete as directed by Engincer -in charge Quantity of excavation
169.56
-
42.39
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After Deduction
71.18
-
84
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A) 40 mm gauge pebbles
14.24
-
1688
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B) 12mm to 20mm gauge pebbles
14.24
-
1988
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C )6 to12 mm gauge pebbles
14.24
-
2239
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d) coarse sand (from river sand al Sne)
14.24
-
1242
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E) line sand (from river sand at sile)
14.24
-
1420
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Item No.9 :- Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
1
-
100000
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ITem No.10:- Providing and fixing in position steel f+bre reinforced concrete (S.FRC.) frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by Engineer in charge (20| Lonnes capacity 90 x 60 cm SFRC frame & cover
1
-
3290
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Item No 11:- Providing, constructing coffer dam in river basin / dam| storages as per type design includ1ng excavation, fillin the middle portion with B.C. soil (in gunny bagS i required). Providing imperviOus materials on both side of B.C. soil (in gunny bags i required) including ramming. compacting to the satisfaction of Engineer in charge, till the completion o work including dismantling cotler dam after completion of works and disposing off the material as directed by the Engineer in charge. Coffer dam for Head works of Inteake well, connecting main. Total length= 30m, Size of coffer dam
150
-
682
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Item No 12:- Providing,hoisting & Iixing n position in erted '' type 100 mm dia C.I. cowl type entilators with mosquito prool aluninium mesh at top including applying 2 coals of anticorroSi e paint etc complete as directed by Engineer in charge weighting not less than 35 kg
1
-
2399.04
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Sub Work 2:- SLOTTED PIPE GALLERY FOR INTAKE WELL Item No.1 : Excavation for in general in soft material comparising of soft soil, soft murum hard murum with boulder 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 as directed by engineer in charge. LIFT 0.0 to 1.5 M RL
180
-
464
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LIFT 1.5 to 3.0 M RL
144
-
491
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LIFT 3.0 to 4.5 M RL
126
-
518
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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 4.5 to6.0 M
90
-
1100
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Item No.3 :- Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete. a) 450 mm dia RMT 450 MM Dia pipe
30
-
4411
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Item No.4 :- 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
6
-
7126.98
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Item No. 5 :- Lowering, laying and jointing RCC slotted pipes of following diameters including all leads and lifts, cost of jointing material, labour, etc. complete as directed by Engineer-in-charge 450 MM Dia pipe
30
-
246
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Item No.6 :- 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 40mm
45
-
1688
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sides of pipe
30
-
1688
... More
12mm to 20mm
45
-
1988
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sides of pipe
30
-
1988
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course sand
22.5
-
1242
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sides of pipe
15
-
1242
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Item No.7 :- Refilling the excavated trenches with available stuff in layer of 15 to 20 cm lwith compaction watering etc. complete.
341.73
-
84
... More
Item No.8 :- 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
400
-
77
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Sub Work 3 Proposed Supply well (6m ø 15 m depth) Item No.1 :- 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. a) In overburden (soft soil, murum)
20
-
1538
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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 to 1.5 M
230.79
-
304
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Lift 1.5 to 3 M
199
-
331
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Lift 3 to 4.5 M
169.56
-
358
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Lift 4.5 to 6 M
142.48
-
385
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Lift 6 to 7.5 M
117.75
-
412
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Lift 7.5 to 9 M
95.38
-
439
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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 9 to 10.5 M
75.36
-
875
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Lift 10.5 to 12 M
57.7
-
903
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Lift 12 to 13.5 M
29.44
-
931
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Lift 13.5 to 15 M
29.44
-
959
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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.
1.46
-
5640
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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) a) For Ring Beam
2.04
-
7885
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Above 1.5 m from GL
7.79
-
8466
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From GL to 5 m
19.47
-
8466
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From 5m to 10m
19.47
-
9312.6
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From 10m to 12m
6.04
-
10243.86
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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) Lift 0 to 1.5 m above GL
0.49
-
84527.3
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Lift 0 to 5 m below GL
1.22
-
84527.3
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Lift 5 to 10 m below GL
1.22
-
84527.3
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Lift 10 to 12 m below GL
0.38
-
84527.3
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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.
0.63
-
70017
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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.
12
-
4125
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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
-
1493
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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.
1.5
-
916
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Item 2
16
-
916
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Item No.11 :- Providing and filling around the well boulders filling of selected variety and size of boulders including cost of all materials, labour, transportation, etc. complete with all leads and lifts.
55.99
-
974
... More
Item No.12 :- 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 50 days
3000
-
77
... More
Item No.13 :- 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
30
-
387
... More
Item No.14 :- 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
18
-
201
... More
Item No.15 :- 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.
454.53
-
84
... More
Item No.16 :- 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
-
2167
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Item No.17 :- Taking horizontal bore in supply well by boring machine having 115 mm dia for horizontal bore
240
-
369
... More
Item No.18 :- Lowering & lifting becher in well & lifting cutting materials etc.. Complete
6
-
1650
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Sub Work 4:-Rising Main 1900 M Length , 110ø 6 Kg/cm² Item No.1 :- Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipessuitable for potable water with solvent cementjoints including cost of couplers, as per ISspecification no. 4985 / 1988 excluding GSTlevied by GOI and GOM in all respect, includingtransportation, freight charges, inspectioncharges, loading, unloading, conveyance to thedepartmental stores and stacking the same inclosed shed duly protected from sun rays andrains including cost of jointing material i.e.solvent cement, etc. complete (selffit type to bejointed with cement solvent). 110 ø
1900
-
400
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Item No.2 :- Providing and supplying ISI standard pvc specials & fittings including transportation to stores / site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.
1
-
76000
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Item No.3 :- 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.
30
-
785
... More
Item No.4 :- 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 -1 100 ø
3
-
5713
... More
Item No.5 :- 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 100 ø
2
-
6835
... More
Item No.6 :- 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 40 ø
5
-
1267
... More
Item No.7 :- 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
598.5
-
150
... More
Item No.8 :- 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.Lift 0 to 1.5
532
-
170
... More
Item No.9 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift 0 to 1.5
199.5
-
572
... More
Item No.10 :- Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M
133
-
755
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Item No.11 :- Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint). 110 ø
1900
-
45
... More
Item No.12 :- Hydraulic testing of PVC 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 110 ø
1.9
-
4961
... More
Item No.13 :- 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. 80 ø
30
-
118
... More
100 ø
30
-
129
... More
Item No.14 :- 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. 80 ø
0.03
-
12403
... More
100 ø
0.03
-
13643
... More
Item No.15 :- 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 ) 100 ø
5
-
2272
... More
Item No.16 :- 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 140mm
5
-
5578
... More
Item No.17 :- 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
-
6595
... More
Item No.18 :- 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
6.06
-
5640
... More
Item No.19 :- 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
1444.79
-
84
... More
Sub Work 5 Pumping Machinary 5 BHP 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 14391 litres/hour against a total head47 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
-
33474
... More
Item No.2 :- Supplying and erecting Cupboard type panel board.
1
-
37820
... More
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
-
175
... More
Item No.4 :- Providing & erecting ISI mark G.I. pipe of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 65 mm dia (heavy) on well
48
-
504
... More
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 65 mm dia
2
-
3885
... More
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) 65 mm dia
2
-
4966
... More
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) 65 mm dia
4
-
1251
... More
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
-
869
... More
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
-
1422.75
... More
Item No.10 :- Supplying and erecting 'b' class GI bend in position with necessary material. 65 mm dia
3
-
242
... More
Supplying and erecting 'b' class GI Tee in position with necessary material. 65 mm dia
1
-
406
... More
Supplying and erecting 'b' class Coupling in position with necessary material. 65 mm dia
35
-
200
... More
Sub Work 6 Switch Room ( 2.5 m x 2.5 m x 3.00 m ) 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. Lift of 0 to 1.5 M
8.1
-
170
... 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. Lift of 0 to 1.5 M
2.7
-
170
... More
Item No.3 :- Providing and laying in situ Cement concrete M-15 of trap or granite or quartzite or gneiss metal for foundation and bedding including dewatering, form work, compacting, roughening them if special finish is to be provided, finishing if required and curing etcetera complete. PCC M-150
0.86
-
5939.3
... More
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 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 RCC Footing M-200
0.82
-
6934.63
... More
Item No.5 :- 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.
9
-
84
... More
Item No.6 :- Providing and casting in situ Cement Concrete 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 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 ) RCC Column M-200
0.77
-
8295.63
... More
Item No.7 :- 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.) RCC beam & lintel M-200
1.63
-
8166.63
... More
Item No.8 :- Providing and casting in situ C. C. 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 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 .) Slab M-200
1.03
-
8747.63
... More
Item No.9 :- 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 finish 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. Chajja M-200
0.11
-
8711.63
... More
Item No.10 :- Providing second class Burnt Brick masonry with conventional / Indian Standard type bricks in cement mortar of following proportion superstructure including striking out & racking out joint watering and scafolding etc complete.
6.02
-
7586.58
... More
Item No.11 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation ,slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire) Tor Steel
0.29
-
84527.3
... More
Item No.12 :- Providing and laying Rough shahabad stone flooring upto 40 mm. thick and of required width in plain / diamond pattern on a bed of bed 1:6 cement mortar including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
6.25
-
712.12
... More
Item No.13 :- Providing internal cement plaster 12 mm thick in single coat in cement mortar 1:3 without neeru finish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete
32.29
-
275.38
... More
Item No.14 :- Providing sand faced plaster externally in cement motar using approved screened sand, in all positions including base coat of 15 mm. thick in cement mortar 1:4 using waterproofing compound at 1 Kg. per cement bag, curing the same for not less than 2 days and keeping the surface of the base coat rough to recive the sand faced tretment 6 to 8 mm. thick in cement mortar 1:4 finishing the surface by taking out grains and curing for foureen days scaffolding etc. complete.
45.77
-
600.38
... More
Item No.15 :- Providing and applying colour-wash of approved colour and shade in one coat to new surface including scaffolding, brushing and brooming down (excluding base coats of white wash) etc.complete.
6.25
-
9
... More
Item No.16 :- Provinding and applying washable oil-bound distemper of approved colour and shade to old and new surface in two coats including scaffolding preparing the surfaces (excluding the primer coat) etc. complete.
75.77
-
43
... More
Item No.17 :- Providing and fixing steel frame of angle 50 x 50 x 6 mm size for window with 16 mm with mild steel bars horizontally at 10 cm c/c for ventilator portion and at 15 cm c/c for remaining portion with M.S. flat of size 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing 40 x 6 mm vertical at center including iron hold fast boxes for fixing shutters including welding finishing painting etc. complete.
2.16
-
2735
... More
Item No.18 :- Providing and fixing in position factory made box type steel window with glazed fan light including steel windows of cold rolled section of 105 mm x 60 mm x 1.25 mm thick frame section filled with cement concrete (1:2:4) and metal pressed steel shutters of 20 gauge (1mm )as per detailed drawing and design or as directed including providing horizontal mild steel 12 mm square bars at 10 cm center to center, required F7B section, section76, section 20 mm x 5 mm mild steel flat for shutter and F4B section for frame, 3 mm thick glass of approved quality for fan light necessary fixtures and fastening etc.complete finishing with one coat of anticorrosive paint etc.complete
2.16
-
5150
... More
Item No.19 :- Providing and fixingsteel frame door of angle 50X 50X 6 mm with 16mm with mild steel bar horizantally at 10 cm c/c for ventilator portion including iron hold fast boxes for fixing shutters including welding, finishing,painting etc complete.
1.8
-
1866
... More
Item No.20 :- Providing and fixing 34 mm thick moulded door shutter consisting of solid core single leaf flush door of 30 mm thickness lipped with 15 mm (5mmx3) thick x 30 mm width on one style and top rail and 10 mm (5mmx2) thick x 30 mm width on other style and bottom rails. The inner panels laminated with 2 mm thick termite proof, water proof and fire resistant moulded PVC sheet with 2,4,6 design in different plain and/or prelim colours on one side after routing the moulded design on flush doors and 2 mm plain and/or prelam PVC on other side using rubber adhesive on flush door and solven tcement adhesive on the PVC lipping etc.as per direction of Engineer in charge and manufacturers specification and drawing etc. complete.
2.1
-
6858
... More
Sub Work 7 Distribution System Length = 1412 m Item No.01 :- 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent). 75 ø
978
-
142
... More
90 ø
324
-
197
... More
110 ø
110
-
269
... More
Item No.02 :- Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.
1
-
23229
... More
Item No.03 :- 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. 65 ø
18
-
419
... More
80 ø
18
-
551
... More
100 ø
18
-
785
... More
Item No.04 :- 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. 65 ø
3
-
4966
... More
80 ø
2
-
5132
... More
100 ø
2
-
6835
... More
Item No.05 :- 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
296.52
-
150
... More
Item No.06 :- 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.
345.94
-
170
... More
Item No.07 :- Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) Lift 0 to 1.5
197.68
-
572
... More
Item No.07 :- 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
148.26
-
1017
... More
Item No.08 :- Lowering Laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm² 75 ø
978
-
25
... More
90 ø
324
-
31
... More
110 ø
110
-
35
... More
Item No.09 :- Hydraulic testing of PVC pipe line to specified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. 75 ø
0.98
-
2481
... More
90 ø
0.32
-
3721
... More
110 ø
0.11
-
3721
... More
Item No.10 :- 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. 65 ø
18
-
105
... More
80 ø
18
-
118
... More
100 ø
18
-
129
... More
Item No.11 :- 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. 65 ø
0.02
-
11163
... More
80 ø
0.02
-
12403
... More
100 ø
0.02
-
13643
... More
Item No.12 :- 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 ) 65 ø
3
-
1251
... More
80 ø
2
-
1738
... More
100 ø
2
-
2272
... More
Item No.13 :- 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)
7
-
1544
... More
Item No.14 :- 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
74.97
-
5640
... More
Item No.15 :- 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
905.71
-
84
... More
Item No.16 :- Providing & making solid support for FHTC ( Functional Household Tap Connection ) withc.c stand in c.c 1:3:6 mix base platform size 1.10m x 0.95 m + width 0.20m + depth below gl 0.10 x 0.20 deep wailing with 110 mm dia x 0.65m+deep stand in c.c 1:3:6 as per drawing including centering, curring, finishing etc. Completed painting in oil paint in various colours as per directed by engineer incharge.
343
-
900
... More
Item No.16 :- Trial Run
3
-
26244
... More
Sub Work .8:- TAP HOUSE CONNECTION Item No.01 :- NO. OF HOUSE HOLDS CONNECTION PROVIDED WITH ROAD CROSSING FOR 15 mm SERVICE CONNECTION
81
-
2382
... More
WITHOUT ROAD CROSSING FOR 15 mm SERVICE CONNECTION
81
-
1537
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