Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date21 Oct 2022
Closing Date17 Nov 2022
Tender Amount₹ 57,73,495
Costs
EMD
₹ 56,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_845250_10Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 52/2022-23Tender 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 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, gua Lift 4.50.to 6.00 M
169.56
-
870.1
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Lift 6.00.to 7.50 M
142.48
-
900.9
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Lift 7.50.to 9.00 M
117.75
-
931.7
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Lift 9.00.to 10.50 M
95.38
-
962.5
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Lift 10.50.to 12.00 M
75.36
-
993.3
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Lift 12.00.to 13.50 M
57.7
-
1024.1
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Lift 13.50.to 15.00 M
42.39
-
1054.9
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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 1:2:4 (M-150)
4.28
-
6960.52
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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 5 to 10 M
2.45
-
10318.14
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b) Vertical Wall (M-200) Lift 0.00 to 5.00 M Above & Below GL
26.12
-
10089.74
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Lift 5.00 to 10.00 M
16.33
-
11021.04
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Lift 10.00 to 15.00 M
17.8
-
11021.04
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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
-
97206
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Lift 5.00 to 10.00 M
1.14
-
102066.3
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Lift 10.00 to 15.00 M
1.25
-
102066.3
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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. complet
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: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
1340.94
-
92.4
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Item No.9: Providing lowering laying and placing in position shrounding material for poras pipe gallery / slotted pipe gallery / trench gallery with alll lead and lift including transportation of material to the site of work screening and washing of materials and placing in position with given section etc. complete Sand Filling
39.56
-
1420
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Boulder Filling
92.3
-
1688
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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 and
20
-
3084
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Item No.11: 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.The test shall be carried out as per Tech.Circular No. 2597 & 2011 -97 and shall be carried out for 7 days.ii) Lps less than 25,000
7
-
2167
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Item No.12: 115 mm Dia Drilling of Horizantal Inwell Borewell in well …etc
160
-
369
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Item No.13: Providing and supplying of PVC casing pipe ….etc complete
48
-
543
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Item No.14: Lifting of Borewell instrument in well with lifting of Drillout material …..Etc .Complete
4
-
1650
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SUBWORK NO 2: 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.
0.34
-
70017
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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.
12
-
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.
3
-
1493
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Item No.4: Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. 8 mm thick
5.76
-
5111
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SUBWORK NO 3: Switch Room 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
-
7041.31
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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. 1:2:4 (M-150) grade
0.85
-
8101.31
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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-150 grade Columns
1.25
-
9652.31
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B) R.C.C. M-150 grade Beams & Lintels
1.67
-
9511.31
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C) R.C.C. M-150 grade Chajjas
0.22
-
10110.31
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D) R.C.C. M-150 grade Slab & Landing
3.14
-
10150.31
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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)
0.71
-
97206
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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 1:5
7.93
-
6773.38
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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
41.31
-
268.84
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20 mm thick in C.M. 1:4
56.14
-
373.3
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Item No.9: Providing and fixing 18 gauge M.S. sheet door with framework of 40 x 40 x 6 mm M.S. angle including locking arrangements, holdfasts including applying anticorrosive primer coat of red lead paint and 2 coats of oil painting etc. complete.
2.1
-
3033
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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.
1.08
-
2735
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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.
31.74
-
9
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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.
9
-
7
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Item No.13: Providing and applying waterproof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary and preparing the surface, curing etc. complete.
54.88
-
97
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Item No.14: Refilling in plinth and floors with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
4.61
-
92.4
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SUBWORK NO 4:Pumpin Machinery On Supply Well 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 = 3538 Lph, H=44 M
2
-
33958
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Item No.2: Supplying and erecting G.I.pipe ‘Heavy’ class in position for drop pipe for Submersible pump including plumbing with sockets & necessary material Drop Pipe- 50 mm dia. G.I. ‘Heavy’ class
50
-
571
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Item No.3: Providing, erecting C.I.D.F. Sluice valves with jointing to pipe work (including all hardware and packing) water works quality having non-rising spindle with hand wheel and without bypass arrangement, spindle of stainless steel as per requirement excluding C.C. foundation/ structural steel supports.50 mm dia. C.I.D.F. Sluice valve
2
-
5261
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Item No.4: Providing, erecting C.I.D.F. Reflux valves single door with jointing to pipe work (including all hardware and packing) water works quality with jointing to pipe without bypass arrangement with gunmetal seats excluding c.c. Foundation/ structural steel supports.50 mm dia. C.I.D.F. Reflux valve
2
-
3237
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Item No.5: Lowering, laying and jointing in position following CIDF Reflux valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 50 mm dia. C.I.D.F. Reflux valve
2
-
833
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Item No.6: Supplying and erecting ‘B’ class G.I. Bend in position with necessary material.50 mm dia. G.I. Bend ‘B’ class
4
-
176
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Item No.7: Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material.50 mm dia. G.I. coupling ‘B’ class
10
-
140
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Item No.8: Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’) in position with necessary nut bolts, washers with rubber packing. 50 mm dia. G.I. Flange ‘B’ class
2
-
171
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Item No.9: Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor. 3 core, 4 Sqmm
60
-
175
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Item No.10: Providing Panel board fabricated of M.S. sheet with T.P. Switch 32 amp 2 No, Ammeter 96 x 96 sq mm 1 No, Voltmeter 96 x 96 sq mm 1 No, Selector switch 1 No, Pilot Lampset 1 No, Single phase preventer 2 No, Mixed Di Electric Capacitor,DOL starter 12 amp 2 No, Danger board 1 No, ELCB 63 A-4 Pole 1 phase, Rubber matting, 16 SWG M.S.sheet, Change over switch 63 amp 1 No, Self locking arrangement 2 No, Marine ply wood 0.675 Sqm, 10 kg Iron work including cutting, bending, drilling, welding, cleaning, derusting and painting with one coat of red lead paint and two coats of enamel paint.
1
-
50506
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Item No.11: 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.
1
-
5476
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Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:2:4 (M-150) grade
0.54
-
6204
... More
Item No.13: Electrification of Switch Room including all material and labour cost and as directed by Engineer-in-charge…..etc Complete.
1
-
2000
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SUBWORK NO 5:Rising main Item No.1: Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.90 mm dia 6 kg/cm2 HDPE
420
-
244
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Item No.2: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance upto site of work etc. complete. 80 mm dia. Medium class G.I. Pipes
12
-
689
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Item No.3: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete80 mm dia. CIDF Scour/ Sluice Valve
1
-
6758
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80 mm dia. CIDF Refluxe Valve
1
-
5736
... More
Item No.4: Providing and fixing in position and jointing high performance C. I. Air valves for water combination type ( Kinetic air valve along with automatic air valves ) double ball, double orifice with stainless steel ball, tamper proof air vents rolling seal mechanism for air release and anti vacuum application designed for 16 Kg. Per sq. cm. working pressure and tested for 20 for kg per sq. cm. pressure. ( Rate to include cost of gaskets, bolt, nut and any other material required for jointing and its transportation etc. exclu1. C. I. ARV FLFF PN 1.6 50mm Dia.
1
-
9544
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Item No.5: 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc.
120.96
-
165
... More
Item No.6: Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.
90.72
-
187
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Item No.7: Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.
102.48
-
211.2
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Item No.8: 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.
9.24
-
1118.7
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Item No.9: Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and
butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 90 mm dia. 6 kg/cm2 HDPE Pipes
420
-
73.7
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Item No.10: Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance upto site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge. 80 mm dia. Medium class G.I. Pipes
12
-
129.8
... More
Item No.11: Lowering, laying and jointing in position following CIDF Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia. CIDF Scour/ Sluice Valve
1
-
1911.8
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80 mm dia. CIDF Refluxe Valve
1
-
1911.8
... More
Item No.12: Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves).50mm dia.C.I.Kinetic Air Valve Flanged
1
-
503.8
... More
Item No.13: Providing & constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5 cm thick precast RCC frame and cover etc. complete as directed by Engineer-in-charge. 90 x 60 cm internal size
1
-
10626
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Item No.14: Providing and fixing in position air valve shaft including providing and fixing GI medium class or 6mm thick M.S pipe shaft 2070m long over branch flange of air valve tee, providing PCC block ofM150 concrete 150mm thick around the air valve tee including encasing of vertical shaft in PCC M150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee. Etc compt. As per type design and as directed by engineer-in-charge for following diameter of pipe lines.
1
-
5578
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Item No.15: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:2:4 (M-150) grade
1.4
-
6980.74
... More
Item No.16: 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 lift including consolidation, surcharging etc. complete.
320.67
-
92.4
... More
Item No.17: Providing and fixing PVC specials including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. etc. complete. 1.5% of Item No 1.
1
-
1537
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Item No.18: Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
0.42
-
12403
... More
SUBWORK NO 6:Distribution System Item No.1: Providing and supplying in standard lengths ISI mark rigid unplasticised P.V.C. 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 site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. (Self fit to be jointed with cement solvent) 110 mm dia. 4 kg/cm2 PVC Pipes
60
-
219
... More
90 mm dia. 4 kg/cm2 PVC Pipes
540
-
160
... More
75 mm dia. 4 kg/cm2 PVC Pipes
901
-
115
... More
Item No.2: Providing and supplying ISI mark C.I.D.F. sluice valves of following dia. Including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to site, unloading, stacking, etc. complete80 mm dia. CIDF Sluice Valve
3
-
5132
... More
65 mm dia. CIDF Sluice Valve
4
-
4966
... More
Item No.3: Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance up to site of work etc. complete. 80 mm dia. Medium class G.I
24
-
689
... More
65 mm dia. Medium class G.I
24
-
524
... More
Item No.4: 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling etc.
423.64
-
165
... More
Item No.5: Excavation for foundation/ pipe trenches in hard murum including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking & spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling etc. complete.
317.73
-
187
... More
Item No.6: Excavation for foundation/ pipe trenches in Hard murum & boulders including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete.
211.82
-
211.2
... More
Item No.7: 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.
105.91
-
1118.7
... More
Item No.8: Lowering, laying and jointing PVC pipes with specials of following diameter and class including cost of conveyance from stores to site of work, cost of labour, giving satisfactory hydraulic testing as per IS code etc. complete. (With cement solvent joint) 110 mm dia. 4 kg/cm2 PVC Pipes
60
-
38.5
... More
90 mm dia. 4 kg/cm2 PVC Pipes
540
-
34.1
... More
75 mm dia. 4 kg/cm2 PVC Pipes
901
-
27.5
... More
Item No.9: Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance up to site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge.80 mm dia. Medium class G.I. pipes
24
-
129.8
... More
65 mm dia. Medium class G.I. pipes
24
-
115.5
... More
Item No.10: Lowering, laying and jointing in position following C.I.D.F. Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 80 mm dia. CIDF Sluice Valve
3
-
1911.8
... More
65 mm dia. CIDF Sluice Valve
4
-
1376.1
... More
Item No.11: Providing and supplying and fixing road surface boxes
4
-
1544
... More
Item No.12: Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete.
99.75
-
6980.74
... More
Item No.13: 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 lift including consolidation, surcharging etc. complete.
1050.92
-
92.4
... More
Item No.14: Providing and fixing PVC specials including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement etc. etc. complete.
1
-
20316
... More
Item No.15: Prorving & making sollid support for newly & old constructed house tap connection including painting & as directed by Executive Engineer
108
-
1334
... More
SUBWORK NO 7:RCC ESR Item No.1: Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc.complete.
34.14
-
53.9
... More
Item No.2: Providing waterproof plaster to old structure 20 mm thick in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 kg. per bag of cement of approved make and manufacturer and curing etc. complete.
43.76
-
521.7
... More
Item No.3: Filling voids/honeycomb with high pressure injection grouting of Polymer Cement Grout (10% of Polymer by Weight of Cement)
100
-
211
... More
Item No.4: Providing and applying two coats of exterior acraylic emulsion paint confirming to corresponding I.S. of approved manufacture and o fapproved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat, scaffolding if necessary , and watering the surface for two days etc complete.
128.51
-
256.2
... More
Item No.5: Providing and applying white wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete
128.51
-
11.8
... More
SUBWORK NO 8:Miscellaneous Works Item No.1: Providing and fixing board displaying information, suchas "Nameofwork, Tendercost, Name of Contractor, Work completion and liability periodetc", having rectangular shape of 1.20 m x 0.90 m size ade aluminumcomposite pannel sheet with 0.5 mm skinthickness one ither side nded with whit eretro reflective sheeting of ClassC (TypeXI Microprismatic grade sheeting) havin gpressure seniveadhesive.Retroreflectivesheetingwithspecifiedbackground,borderandbacksideretoreflectivesymbols,letters,numerals,arrowasperIRC:67 012Table No8.3,onM.S.angleofsize35x35x3mmframewithproperlycrossbracedM.S.anglesofsize35mmx35mmx3mmdulypaintedincludingTwoM.S.angleironpostsofsize65mmx65mmx6mm,3.65mlongpaintedwithalternateblackandwhitebandsof25cmwidthincludingallfixturesetc.andfixingtheboardsin1:4:8concreteblockofsize60cmx60cmx75cmincluding,excavation,refilling,transportation,andlabouretccomplete.Class_C_(TypeXIMicroprismaticgradesheeting)shallhave10yearswrittenwarrantyfromthemanufacturerincludingtheDigitallyPrintedareaswithLatexprintingtechnologywithsheetingmanufcturerapprovedinksandlaminatedwithUVoverlayfilmandthiswarrantycertificateinoriginal should be submitted to the Engineer in charge by the contractor/supplier.
1.08
-
14933
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Item No.2: Commissioning, running & maintaining the scheme for the rated capacity for a period of 1 month as trial run as directed by Engineer-In-ChargeFor Singal Village 1 Months
3
-
26244
... More
Item No.3: Construction Of Cattle Trough
1
-
69668.56
... More
Item No 4: Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete
57
-
2306
... More
Item No 5: Providing and fixing M.S. gate 2.5 M wide for compound with 40 mm dia G.I. pipe, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 M height, its foundation, finishing, painting, etc.
complete.
1
-
31862
... More
Item No 6: Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
5.9
-
6082
... More
Item No 7: Providing internal cement plaster 12 mm thick in Single coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curingcaffolding raking out joints and watering etc. complete.
49.8
-
274
... More
Item No 8: Filling in plinth and floors / trenches with contractor’s murum for bedding in 15cm to 20cm layers including watering and compaction complete.
56.25
-
829
... More
Item No 9: Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)
2.07
-
6204
... More
SUBWORK NO 9:House Connection Item No.1 Providing and making MDPE / CPVC pipe comsumer service connection with ferrule on CI / DI / HDPE / PVC pipe with the help of electrofution maschine or ratechet & dye drill including all labour MDPE / C PVC pipe 10 mt. length MDPE / C PVC special like ilectrofusion tee double compeshion elbow female threaded adopter with mail insirt U PVC compresion end ball valve GI casing pipe off 40/50 mm for road crossing the rate include labour required excavation fitting , refilling closing the water supply transportation etc. complete as directed by the engineer-in-charge A) For Connection on HDPE / U PVC pipes (with (road crossing)
54
-
2382
... More
B) For Connection on HDPE / U PVC pipes (without (road crossing)
54
-
1537
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