Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date22 Sep 2022
Closing Date11 Oct 2022
Tender Amount₹ 64,56,465
Costs
EMD
₹ 72,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_837640_1Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 30/2022-23Tender 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 4.50.to 6.00 M
199
-
423.5
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Lift 6.00.to 7.50 M
169.56
-
453.2
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Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.50 km as directed by Engineer - in - charge etc complete excluding Refilling. Lift 7.50.to 9.00 M.
142.48
-
927.3
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Lift 9.00.to 10.50 M
117.75
-
958.1
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Lift 10.50.to 12.00 M
95.38
-
988.9
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Lift 12.00.to 13.50 M
75.36
-
1019.7
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Lift 13.50.to 15.00 M
57.7
-
1050.5
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Item No.3 : Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-100).
0.86
-
6939.91
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Item No.4: Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, formwork. a) Foundation Beam (M-200). Lift 9.00 to 10.50 M.
9.21
-
10761.91
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b) Vertical Wall (M-200). Lift 0.00 to 5.00 M Above & Below GL.
22.86
-
9765.91
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Lift 5.00 to 10.00 M.
19.47
-
10612.51
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Item No.5: Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, Chajjas, lintels, Pardies, copings, fins, arches etc. as per detailed designs, dra. Lift 0.00 to 5.00 M.
1.83
-
84527
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Lift 5.00 to 10.00 M
1.56
-
88753.35
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Lift 10.00 to 15.00 M
0.74
-
92979.7
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Item No.6: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete
1500
-
77
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Item No.7: Providing & fixing in well Steining, 80 mm dia A.C/PVC pipe weep holes 1.5 M c/c staggered, pipe sloping outside well Steining so as to prevent sand coming along with water current including cost of all jointing materials and labour involved with all lead
24
-
201
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Item No.8: Laying & placing in position shrouding material for porous pipe gallery / slotted gallery / well work all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with gunny bag ---------- etc. complete. For Sand Filling.
43.34
-
1420
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For Boulder Filling
144.46
-
1242
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Item No.9: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
1183.26
-
84
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Item No.10: Taking Trial Bore (Core Bore Sampling) by Calyx machine with TCT/NX to get undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite. The item includes all higher.
20
-
376.79
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SUB WORK NO. 2 : Providing and Erecting Hoisting Arrangement. Item No.1: Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts etc. as per detailed design and drawing or as directed by Engineer-In-Charge, including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted/ welded connections and one coat of anticorrosive paint and over it two coats of oil painting etc. complete.
0.4
-
85803
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Item No.2: Providing and fixing G.I. pipe railing having 1.0 m height consisting of 50 x 50 x 6 mm thick M.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 & painting with 3 coats of anticorrosive oil paint of approved colour and shade including cost of all labour, trans-porting bends to curved shapes etc. complete.
14
-
916
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Item No.3: 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. bars in double rows as steps placed at 25 cm c/c including cost of material & labour involved, welding, anchoring and applying 3 coats of anti-corrosive paint etc. complete as directed.
2.5
-
1493
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Item No.4: Providing and fixing mild steel grill work for window / ventilator of 50mm specing as per drawing including necessary welding and painting with one coat of anticorosive paint and two coats of oil paint etc. complete. As descripe by engieer in charge
278.4
-
71
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SUB WORK NO. 3 : Estimate for the work of Pumping Machinery 3.00 HP. Item No.1: Providing, erecting and giving test of 150 mm dia. Submersible Pump sets conforming to I.S. 8034 & I.S. 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and bronze impeller Motor suitable for working on 415 +/- 10%, 3 Ph, 50 Hz, A.C. supply, cable guard, thrust carbon/ fibre bearing 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 manufacturer’s design. Antitrust stream lined non-return valve shall be provided with the pump. Suitable suction strainer shall also be provided. 3 core, single/double run copper conductor submersible type flat cable 3 m and 2 pairs of erection clamps shall be provided along with the pump. Pump set – 3.00. H.P., Q = 7289 Lph, H= 35 Mt.
2
-
31047
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Item No.2: Supplying and erecting DOL starter in provided cubical panel, with ON - OFF push buttons, no volt coil , over load element and required power and control wiring complete.
2
-
1858
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Item No.3: Supplying and erecting plain copper conductor PVC insulated fleible cable as per IS 694/1990 of following grade upto 1100 volts. CB 1-3 CORE - 4 sq mm PVC cable.
150
-
188
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Item No.4: Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x6 mm 1 m length including nut bolts and washers. M.S Clamp.
4
-
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 charges, transportation ti stores , etc complete. 50 mm dia G.I heavy class.
42
-
392
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Item No.6: Lowering, laying and jointing G.I pipe and special 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. 50mm dia G.I heavy class.
42
-
81
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Item No.7: Providing and supplying ISI mark CI D/F reflux 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. Sluice valve 50 mm dia.
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 Refle valves , Butterfly valves and Sluice valves including cost of all lanour jainting material, including nut bolts and giving satisfactory hydraulic testing etc. complete. Sluice valve 50 mm dia.
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 100 A, 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- 4 Pole , 3 phase.
1
-
4507
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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 arthe bottom.
2
-
2083
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Item No.11: L.T. current transformer with wound/ bar promary 10/5 Amp, ratio with 15 VA burden erected in provided M.S box duly secured with inslulting material 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
2
-
947
... More
Item No.13: Providing and fixing frame work for pannel board near well with ISMC 100X 50 ISA 35X35X6 mm etc, complete
1
-
190
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Item No.14: Supplying and erecting PVC pipe "B" class 25 mm to 40 mm for eneclosin PVC cable. PVC cable.
150
-
10
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Item No.15: Supplying and erecting galvanized 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 alternate layers, Necessary length of double G.I. earth wire 8 SWG connected to plate with cadmium 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 pipe upto accessible height duly sealed at both ends by bituminous compound complete to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results and including supplying & erecting 19 mm dia. Vertical G.I. pipe 1.5 m long with funnel and mesh at top. Earth Plate.
1
-
4322.85
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Item No.16: Supplying and erecting "B" class G.I Bend in posotion with necessary material. PW 1-5 50 mm dia G.I bend.
2
-
178
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PW 2-5 g.i Tee 50 mm dia.
2
-
236
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Item No.17: Making trenches of suitable width and 0.7 n 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 runand refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown n the top. Trench.
40
-
138
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Item No.18: Providing and errcting voltmeter A.C 50 Cycles / Sec with 0 to 500 v . Range flush type errected on provided M.S 60 and errected with necessary PVC wire. Voltmeter 144x144 Sq.mm.
1
-
537
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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 conncted to supply. Ammeter 96x 96 Sqmm.
1
-
662
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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
-
564
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Item No.21: Supplying and errecting triple pole Iron clad/metal clad switch nd fuse 415/500 v. of suitable rating as below or approved make errected on original frame. i) Incoming ICPN- 32 Amp.
1
-
1493.1
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ii) out going ICTP- 16 Amp
1
-
1156.05
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iii)For lighting ICDP- 16 Amp.
1
-
558.6
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Item No.22: Providing and fixing M.S.E.B.kitkat set etc. complete
3
-
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 : Power Control Switch Room 3.00M x 3.00M x 3.00M. Item No.1: Excavation for foundation in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.
8
-
165
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Item No.2: Providing and laying dry trap/ granite/ quartzite/ gneiss rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting complete.
4.19
-
1175
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Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. P.C.C. 1:2:4 (M-150) grade.
0.75
-
6949.44
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Item No.4: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for R.C.C. work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, formwork, compaction, finishing and curing, etc. complete. R.C.C. 1:1.5:3 (M-200) grade.
0.97
-
7913.44
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Item No.5: Providing and casting in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal of approved quality for R.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewater-ing, centering, formwork, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (Excluding M.S. bar reinforcement). A) R.C.C. M-200 grade Columns.
1.04
-
9323.44
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B) R.C.C. M-200 grade Beams & Lintels
1.67
-
9194.44
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C) R.C.C. M-200 grade Chajjas
0.22
-
9739.44
... More
D) R.C.C. M-200 grade Slab & Landing
3.14
-
9775.44
... More
Item No.6: Providing and fixing in position steel bar reinforcement of various dia. for R.C.C. 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)
0.56
-
90195
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Item No.7: Providing IInd class B.B. masonry with conventional bricks in C.M. of following proportion in super structure including striking out joints, racking out joints, watering and scaffolding etc. complete. In C.M 1:6
7.93
-
6748.05
... More
Item No.8: Providing cement plaster for following thickness with appropriate coat in cement mortar in following proportions without neeru finish to concrete, brick or stone surfaces in all positions including scaffolding and curing etc. complete. 12 mm thick in C.M. 1:4.
41.31
-
268.32
... More
20 mm thick in C.M. 1:4
56.14
-
365.51
... More
Item No.9: Providing and fixing factory made panneled door shutter in single leaf 35mm thick style and rail without ventilator with CCTW panels 12mm thick includng wrought iron hold fast and stainless steel fixtures with oil painting 3 coats etc. complete.
2.1
-
2285
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Item No.10: Providing and fixing steel windows of various sizes as per detailed drawings with or without ventilators including fabrication, glazing with plain/ obscured glass pan and approved type and quality of fixtures and fastenings, 10 mm square bar at 100 mm c/c and finishing with 3 coats of oil painting etc. complete. (Without M.S. Box Frame)
1.08
-
4244
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Item No.11: Providing and applying colourwash of approved colour and shade on new surface including scaffolding and brooming down including 2 coats of whitewash as base coat etc. complete. For two coats.
31.74
-
17
... More
Item No.12: Providing and applying whitewash on new/ old plastered or masonry surface including scaffolding and preparing the surface by brushing and brooming down etc. complete. For two coats.
9
-
11
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Item No.13: Providing and applying plastic emulsion paint of aproved quality, colour and shade to old surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete. For two coats.
54.88
-
43
... More
Item No.14: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
4.49
-
84
... More
SUB WORK NO. 5 : Raw Water Rising Main 90 mm dia. PVC Pipes 300 M Long. Item No.1: 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 90 MM DIA PVC 6KG /CM2.
300
-
293
... More
Item No. 2: Providing and supplying PVC/ D.I/C.I/HDPE/ M.S Specials. i) 10% of pipes cost - For PVC pipes.
1
-
8790
... More
Item No. 3: 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 GOI & GOM in all respect etc. complete.( Sluice valve - PIN 1.6 without bypass arrangement ). 80 mm dia scour valve.
1
-
6758
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Isolating Valve For Air Valve. 80 mm dia sluice valve.
1
-
6758
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Item No. 4: 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 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. Lift 0 to 1.50 M. (Rs.150.00+Rs.15.00=Rs.165.00).
84
-
165
... More
Item No.5 : 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 1.50 M. (Rs.170.00+Rs.17.00=Rs.187.00).
63
-
187
... More
Item No.6: 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. Lift 0 to 1.50 M. (Rs.192+Rs.19.20=Rs.211.20).
42
-
211.2
... More
Item No.7 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.50 M. (Rs.572.00+Rs.57.20=Rs.629.20).
42
-
629.2
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Item No.8 : 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). Working Pressure 6 Kg./Sq.cm. For 90 mm dia. Pipes.
300
-
40
... More
Item No.9 : 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. For 90 mm dia. Pipes.
0.3
-
4961
... More
Item No. 10 : Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge. 80 mm dia Scour valve.
1
-
1738
... More
Isolating Valve For Air Valve. 80 mm dia sluice valve
1
-
1738
... More
Item No. 11: Providing & costructing B.B masonry valve chamber with 15 cm thick 1: 3 :6 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. Chamber size 90 X 90 cm X 120 cm.
2
-
10624
... More
Item No.12 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard murum material in 15cm layers with all leads and lifts including consolidation, surcharging etc. complete.
229.09
-
84
... More
SUB WORK NO. 6 : RCC E.S.R - 42000 Litre capacity 12 M Staging Height 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 4.5M. Centre to centre for ESR having capacity upto 500cum 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 M. 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 desing, providing and fixing accessories such as M.S. ladder outside, 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 stairecase from ground level to roof level & stainless steel ladder in container, MS grill gate of 2 M. height with locking arrangement of approved design BB masonary chambers for all valves, ventilating shafts, providing and applying three coats of Acrylic emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per IS 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. Note :-1) The design of the structure shall be in accordance with relevant (IS 456-1987,IS 875-1987, IS 3370 - 2009 or revised) latest edition. 2) The design shall satisfy the stipulations as per IS 1983- 1984 and IS 13920 / 1993 for seismic force and IS 11682/1985 for RCC staging of overhead tanks. 3)For design having more than 6 columns, provision of internal bracing is obligatory. External bracing is also obligatary. 4) The entire structure shall be in M-300 mix only. 5) Plain round mild steel bars grade I confirming to IS 432 part -I or high yield strength deformed bars confirming to IS 1786 or IS 1139 shall be used, grade II mild steel bars will not be allowed. 6) Irrespective of the type of foundation proposed in the design one set of bracing be provided at the ground level.RCC ESR 42000 lit. capacity & staging height 12 M.
1
-
1473303
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Item No 2:- Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM inall respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to stores unloading etc. complete as directed by Engineer-in-charge. 80 mm dia. CIDF Pipes.
49
-
1466
... More
80 mm dia. CIDF Pipes
19
-
1466
... More
Item No 3:- 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 GOI & GOM in all respect etc. complete. CIDF Sluice valve PIN 1.6 ( With bypass arrangement) 80 mm dia CIDF Sluice Valve PN-1.6.
1
-
6770
... More
80 mm dia CIDF Sluice Valve PN-1.6
2
-
6770
... More
Item No 4:- Providing and supplying ISI standard CI flanged / S& S specials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store, unloading stacking etc. complete. Diameter 80 mm to 300 mm.
560
-
73
... More
SUB WORK NO. 7 : Distribution System - From 90 mm dia. To 75 mm dia.PVC pipe 4Kg/sq.cm. Item No. 1: 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. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). 75 mm dia.PVC 4kg/sqcm.
2527
-
142
... More
90 mm dia. 4 Kg/sq/cm
161
-
197
... More
Item No. 2 : Providing ISI marks G.I pipe of following class and dia. Excluding GST levied by GOI & GOM in all respect, inspection charges, trasnportation to stores, etc. complete as IS-1239/2004. 100 mm dia G.I. Pipes Medium class.
55
-
785
... More
Item No. 3 : 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 GOI & GOM in all respect etc. complete. 80mm dia CIDF Sluice valve.
1
-
5132
... More
65mm dia CIDF Sluice valve
1
-
5132
... More
50mm dia CIDF Sluice valve
1
-
4966
... More
Item No. 4 : Providing ISI marks G.I. pipe & specials of following class and dia. Excluding GST leived by GOI and GOM in all respect etc. complete. 100 mm dia G.I. Pipes Medium class.
35
-
785
... More
Item No. 5 : 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 50mtrs. And lift as below stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding back filling etc. complete. 0.0 to 1.50. ( Rs.150.00+Rs.15.00=Rs.165.00)
480.04
-
165
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Item No.6 : 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. (Rs.170.00+Rs.17.00=Rs.187.00).
384.02
-
187
... More
Item No.7 : Excavation for foundation / pipe trenches in hard murum with boulders, WBM roads including removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Rs.192.00+Rs.19.20=Rs.211.20).
480.04
-
211.2
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Item No.8 : Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation, asphalt roadincluding removing the excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Rs.572.00+Rs.57.20=Rs.629.20).
384.02
-
629.2
... More
Item No.9 : Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling , wedgeng , line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto 50m excavated material upto a distance of 50 meters beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete. (Rs.1017.00+Rs.101.70=Rs.1118.70).
192.01
-
1118.7
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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. 100 mm dia G.I. Pipes Medium class.
55
-
129
... More
Item No.11 : Hydraulic testing of C.I./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. 100 mm dia G.I. Pipes Medium class.
0.06
-
13643
... More
Item No.12 : 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). Working Pressure 4 Kg./Sq.cm. 75 mm dia.PVC 4kg/sqcm.
2527
-
25
... More
90 mm dia. 4 Kg/sq/cm
161
-
31
... More
Item No.13 : 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. 75 mm dia.PVC 4kg/sqcm.
2.53
-
2481
... More
90 mm dia. 4 Kg/sq/cm
0.16
-
3721
... More
Item No. 14 : Lowering, laying and jointing Valves and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position as directed by Engineer-in-charge. 80 mm dia CIDF Sluice valve.
1
-
1738
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65 mm dia CIDF Sluice valve
1
-
1251
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50 mm dia CIDF Sluice valve
1
-
833
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Item No. 15 : 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. 225 MM X 300 MM (40 KG/ NO).
3
-
3043
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Item No. 16 : Refilling the trenches with available excavated stuff with soft material first over pipelines and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete.
1681.01
-
84
... More
Item No. 17 : Providing and laying in situ 1:2:4 (M-150) grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering from work, compacting and curing, finishing etc. complete with initial lift of 1.50m below / above ground level. ( For ROAD REINSTATING )
34.5
-
5855.34
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Item No. 18 : Providing and constructing cattle trough in village for domestic cattles in Rural areas
2
-
75086.43
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SUB WORK NO. 8 : Miscallaneous Works Item No. 1 : Commissioning, running and maintaining the scheme to quantities, 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 mouth for individual scheme and for regional scheme, together with training of personnal 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. For Single Village without WTP.
3
-
26244
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Item No. 2 : Providing and erecting including fabricating 1.6 Mt.high decorative type chain link fencing with panelling made out of M.S. angle 50 mm x 50 mm x 8 mm for frame work with M.S. flat 40 mm x 5 mm welded for fastening chain link with frame angle and chain link mesh of 10 gauge & having hole size 65 mm x 65 mm panelling supported on post made of M.S. flat 50 mm x 6 mm on either side of pannel including fixing posts in C.C. 1:4:8 block and fastening the chain link, painting the exposed structural steel work with oil paint (M.S.flat post to be 1.05 Mtr. in height above ground level), including constructing BB masonary 23 cm thick 0.50 m. in ht. (0.20 m below G.L. and 0.30m. above G.L.) including cement plaster in C.M.1:5 and colour washing etc. complete.
60
-
2306
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Item No. 3 : 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
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Item No. 4 : 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 up of 4 mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive adhesive. Retro reflective sheeting with specified background, border and back side reto reflective symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, on M. S. angle of size 35 x 35 x 3 mm frame with properly cross braced M. S. angles of size 35 mm x 35 mm x 3 mm duly painted including Two M. S. angle iron post of size 65mm x 65mm x 6mm, 3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60cm x 60cm x 75cm including, excavation, refilling, transportation, and labour etc complete. Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer including the Digitally Printed areas with Latex printing technology with sheeting manufaturer approved inks and laminated with UV overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the cotractor/supplier
1.08
-
12896
... More
Item No. 5 : Providing & Making Solid Support for newly & old constructed house Tap Connection
198
-
895
... More
SUB WORK NO.9 : Providing NEW Functional Tap House 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 15mm house hold connection with road cross
35
-
2382
... More
15mm house hold connection without road cross
163
-
1537
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