Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date19 Aug 2022
Closing Date14 Sep 2022
Tender Amount₹ 50,34,682
Costs
EMD
₹ 51,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_828526_9Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 26/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
GEM & Bid Advisory Services
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Documents
BOQ Items
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Item No.4: Providing, fixing and placing M.S. casing pipe 4.30 mm thickness as per casing policy decided by G.S.D.A. a) 150 mm dia. M.S. casing pipe
61
-
1473.21
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Item No.5: Supplying, transporting and placing gravel packing of size 3/8” to ½” only including stacking, sorting, washing and placing etc. complete.
60
-
433.93
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Item No.6: Development of tube well by air compressor having capacity of 600CFM/100Psi by high velocity jetting and back washing etc. complete.
6
-
1205.36
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Item No.7: Providing and fixing bail plug at the bottom of tube well.
1
-
238.39
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Item No.8: Lowering laying and welding both slotted and plain M.S. casing pipe.
61
-
147.32
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Item No.9: Giving yield test of tube well by air compressor for 3 hours on 90 V-Notch
1
-
3125
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Item No.10: Providing and fixing M.S. Cap heavy duty. thickness 0.010 m.
1
-
178.57
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Item No.11: Clamp for 150mm diameter casing pipe
1
-
1097.32
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Item No.12: Flushing for 150mm dia.TUBE WELL
1
-
7714.29
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Item No.13: Provision for Bacterriological test and Chemical test
1
-
892.83
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SUBWORK NO 2 :- Providing & Erecting the work of Pumping Machinery 4.00 HP tem 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 – 4.00. H.P., Q = 6986 Lph, H= 79 Mt.
1
-
32025
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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. for 4.00 BHP
1
-
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
70
-
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
75
-
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
75
-
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
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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
50
-
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 Provision of Panal board for pumping machinery
1
-
49000
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Item No.24: Operation of pumping machinary through mobile network system
1
-
15000
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SUBWORK NO 3 :- 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.
11.52
-
150
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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
-
5938.66
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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
1.13
-
6902.66
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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
1.06
-
8312.66
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B) R.C.C. M-200 grade Beams & Lintels
1.67
-
8183.66
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C) R.C.C. M-200 grade Chajjas
0.22
-
8728.66
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D) R.C.C. M-200 grade Slab & Landing
3.67
-
8764.66
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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)
0.62
-
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
7.88
-
7570
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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
41.1
-
264
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20 mm thick in C.M. 1:4
56.51
-
359
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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)
1.2
-
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
31.5
-
17
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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
55.18
-
43
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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.
7.83
-
84
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SUBWORK NO 4 :- Providing & Laying Pure water rising main from Tube Well TO ESR 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
1700
-
293
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Item No. 2 Providing and supplying PVC/ D.I/C.I/HDPE/ M.S Specials i) 10% of pipes cost - For PVC pipes
1
-
49810
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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 Providing and supplying at site ductile iron / Spheroidal Graphite (S.G.) iron single / Double chamber tamper proof air valve without isolating sluice valve. Valves in accordance with BSEN 1074-4 of PN 10/16 rated,with body and bonnet of ductile iron confirming to EN 1563/IS 1865 Gr. 500/7 or Gr.400/15 floats, float guide,seat ring of stainless steel 1.4436/1.4306, seat ring gasket of WRAS approved EPDM rubber (suitable for drinking water), internal fasteners of stainless steel A2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Flange connections as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14845. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete. (For PN 10 & 16) 50 mm dia Tamper Proof Air Valve
3
-
24790
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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. Lift 0 to 1.50 M
357
-
150
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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. Lift 0 to 1.50 M
357
-
170
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Item No.7 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
238
-
192
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Item No.8 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
178.5
-
572
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Item No.9 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. 90 MM DIA PVC 6KG /CM2
1700
-
45
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Item No.10 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. 90 MM DIA PVC 6KG /CM2
1.7
-
4961
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Item No. 11 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
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Isolating Valve For Air Valve 80 mm dia sluice valve
1
-
1738
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Item No. 12 Providing and fixing in position air valve shaft including providing and fixing GI Medium class or 6mm thick M.S, PIPE shaft 2.70m long over branch flange of air valve tee providing PCCblock of M- 150concrete 150mm 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 ionts wherver required and fixing of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee, etc. complete as per type desihn and as per directed by Engineer - in -charge for following diameters of pipe line UPTO 150MM
3
-
5578
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Item No. 13 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 60 cm X 120 cm
2
-
10624
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Item No.14 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.
1119.69
-
84
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SUBWORK NO 5 :-Providing & Constructing RCC ESR Capacity 40000 Liters st ht. 12.00M "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 40000 lit. capacity & staging height 12.00 M.
1
-
1389033
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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
51
-
1466
... More
100 mm dia. CIDF Pipes
19
-
1813
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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 )
100 mm dia CIDF Sluice Valve PN-1.6
1
-
9022
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80 mm dia CIDF Sluice Valve PN-1.6
2
-
6770
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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
675
-
73
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SUBWORK NO 6 :- Providing & Laying Distribution System 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 4 Kg/sq/cm
650
-
142
... More
90mm dia. PVC 4 Kg/sq/cm
34
-
197
... More
110mm dia. PVC 4 Kg/sq/cm
115
-
269
... 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
-
12993.3
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Item No. 3 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
40
-
785
... More
Item No. 4 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
-
4966
... More
50mm dia CIDF Sluice valve
1
-
4198
... More
Item No. 5 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
25
-
785
... More
Item No. 6 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.
146.83
-
150
... More
Item No.7 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.
117.46
-
170
... More
Item No.8 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.
117.46
-
192
... More
Item No.9 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.
88.1
-
572
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Item No.10 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.
88.1
-
1017
... 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. 100 mm dia G.I. Pipes Medium class
40
-
129
... More
Item No.12 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
0.04
-
13643
... More
Item No.13 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. 75mm dia. PVC 4 Kg/sq/cm
650
-
25
... More
90mm dia. PVC 4 Kg/sq/cm
34
-
31
... More
110mm dia. PVC 4 Kg/sq/cm
115
-
35
... More
Item No.14 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. 75mm dia. PVC 4 Kg/sq/cm
0.65
-
2481
... More
90mm dia. PVC 4 Kg/sq/cm
0.03
-
3721
... More
110mm dia. PVC 4 Kg/sq/cm
0.12
-
3721
... More
Item No. 15 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 80mm dia CIDF Sluice valve
1
-
1738
... More
65mm dia CIDF Sluice valve
1
-
1251
... More
50mm dia CIDF Sluice valve
1
-
833
... More
Item No. 16 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 90X60 cm
3
-
10624
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Item No. 17 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.
423.41
-
84
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Item No. 18 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 ) As per Rate Analysis
41.95
-
5689.18
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Item No. 19 Providing and constructing cattle trough in village for domestic cattles in Rural areas
1
-
73862.5
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SUBWORK NO 7 :- Miscallaneous Work 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 0.30
m. 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
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Item No. 5
Providing & Making Solid Support for newly & old constructed house Tap Connection
242
-
895
... More
Item No. 6
Dismantling of ESRs of various capacities and heights using crane ( 10 MT Capacity & handling over M.S. / C.I./ G.I. pipes,valves,bends,etc, to the department. However kaking steel reinforcement by the dismantling agency including removing dismanled materials from site and dosposing them at suitable places as directed ,etc. complete.
i) Conjested Area
20000
-
2.41
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Item No. 7
Dismantling the RCC ESR beams, columns, raft including excavation below ground level
1
-
19500
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SUBWORK NO 8 :- Shifting & 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
25
-
2382
... More
15mm house hold connection without road cross
105
-
1537
... More
Item No. 2
Shifting & providing & making the functional tap house hold connection
15mm house hold connection with road cross
16
-
2382
... More
15mm house hold connection without road cross
29
-
1537
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