Rural Development Department Tender
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Rural Development Department - RDD Tender
Excavation
Eprocure
Opening Date26 Nov 2021
Closing Date3 Dec 2021
Tender Amount₹ 18,44,094
Costs
EMD
₹ 18,441Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SATAR_741673_5Bid Award Id
ViewTender No
ZPS/RWS/JJMP/2021 - 1st CallTender 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 2 :Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.
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a) Couplers 90 mm
20.5
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415
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b) Elbow 90 Deg. 90 mm
3
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429
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Item No 3 :Providing ISI standard . pipes in standard lengths …..etc. complete.
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a) RCC PipeNP II class - 225 mm
20
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366
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b) GI Pipe 80 mm Dia medium
12
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551
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Item No. 4 Providing double flange sluice/ Reflux/Air valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete.M
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-
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i) Sluice valve 80 mm Dia
1
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5132
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iii) Air Valve 25 mmDia
5
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1054
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iv) Air Valve 32 mm Dia
5
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1151
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Item No 5 :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.
0.25
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82079.8
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Part - 2 Labour
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ITEM NO. 6- Excavation for foundation in …………. etc. comp.
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A) 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 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
850.58
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165
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B) Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by ERngineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259
340.23
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187
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C) Excavation for foundation/pipe trenches in hard murum and boulders, WBM roads including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
170.12
-
211.2
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D) Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery foundation , asphalt road including removing the excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
170.12
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629.2
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E) 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 excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, excluding etc. complete by all means. (Lift upto 1.5 m.)
170.12
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1118.7
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Item No. 7 Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction ….etc complete
230.63
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92.4
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Item No 8 :Lowering,laying and jointing H.D.P.E./M.D.P.E./GI Pipes in porper position including aii specials by compresion fitting/electro fusion and butt fusion jointing procedure including hydrolic testing as per relevant IS code complet with all materials for jointing procedures like Electrofusion machine,electric mirror/heater,butt fusion welding machine with hydrolic jack,top loading clamp,ect.pump and accessories for hydrolic testing and all labour as directed by Engineer-in-charge as per IS-7634 part ii 100 P.E.
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a) H.D.P.E.PIPE 90 MM Dia 6kg
2050
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73.7
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b) RCC Pipe NP II Class 225 mm Dia
20
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165
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d) GI Pipe 80 mm Dia medium
24
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129.8
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Item No. 9 :Lowering, laying and jointing in position following C.I.,D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut blots and giving satisfactory Hyd. testing etc. complete.
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i) Sluice valve 80 mm Dia
1
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1911.8
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iv) Air Valve 25 mmDia
5
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239.8
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vi) Air Valve 32 mm Dia
5
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265.1
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Item No. 10 :Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge.
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As above of 60 x 45 cm internal size and depth upto 0.9 M with precast R.C.C. slab
cover
1
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7254.5
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Item No. 11 :Hydraulic testing of H.D.P.E/M.D.P.E pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing wnd cap making arragement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge 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 reinstalling to original position. H.D.P.E. Pipe PE 100- 90 mm Dia - 6 Kg/Sq.cm
2.05
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8186.2
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Item No.12 - Refilling the trenches with available excavated stuff with soft material first over
pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
1446.52
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92.4
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Item No.13 - Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M- 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines. Foundation on Murum and Harder Strata. upto 150mm
2
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6135.8
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ITEM NO.1- 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 out 18 gauge (1.25mm) thick mild steel sheet painted with one coat ofZinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mm x35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge
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Subwork No. 2 - Switch Room
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Item No. 1 :- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift - 1.50 M.
1.82
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165
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Item No. 2 :- Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) Lift - 1.50 M.
0.73
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187
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Item No. 3 :-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)
0.63
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6204
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Item No. 4 :- Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc, complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L & T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted. Excluding M.S. or Tor reinforcement). In RCC M-250
0.63
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7926.6
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Item No. 5 :- Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade RCC COLUMN
1.89
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9403.9
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Item No. 6 :- Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade For R.C.C M-250 grade RCC BEAM
2.03
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9240
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Item No. 7a :- Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade For R.C.C M-250 grade RCC SLAB
4.24
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9909.9
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Item No. 7b :- Providing and laying in situ cement concrete of trap/granite/quartzite/ gneiss metal of approved quality for RCC works as per detailed drawings & designs or as directed by EIC.including normal dewatering, formwork,centering, compaction, finishing the formed surfaces with C.M ( 1:3 ) of sufficient minimum thickness & even surface wherever necessary or roughening if special finish & curing etc. comp. excluding M.S or Tor reinforcement) For R.C.C M-250 grade For R.C.C M-250 grade RCC CHAJJA
0.15
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9918.7
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Item No. 8:- Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings foundation, slabs, beams, columns, canopies, staircase, newels, chajjas,lintels, pardies, copings, fins, arches, etc as per detail designs, drawings and schedules, including cutting, bending,hooking the bars, binding with wire or tack welding and supporting as required etc. complete (including cost of binding wire) Tor steel
0.92
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72839.8
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Item No. 9 :- Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc.Complete
6.23
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7561.4
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Item No. 10a :-Providing 12 mm thick cement plaster in two coats in 1:4 cement morter without neeru finish to concrete, brick or stone surface in all positions including scaffolding, curing etc complete.
29.94
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301.4
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Item No. 10b :-Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete
45.67
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658.9
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Item No. 11 :-Providing and fixing M.S.grill door 24kg/sqm of various size as per detailed drawings without hot dipcoating, iron fixtures and fastenings and 3 coats of oil painting etc
2.1
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2685.1
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Item No. 12 :-Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating/ glazing with plain/ obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, oilpainting two coats complete.
1.08
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3946.8
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Item No. 13 :-Providing and laying Rough Shahabad Stone Flooring 25mm to 30mm thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. in cluding cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. complete.
9
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735.9
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Item No. 14 :-a) Providing and applying two coats of washable oil bound distemper of approved colours and shade to old/new surface, including scaffolding, preparing the surface to receive the priming coat etc. complete.
34.2
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28.6
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Item No. 14 :-b)Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete
45.67
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79.2
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Providing and fixing in position M.S ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
4
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1642.3
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Subwork 3 - Distribution System
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: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. i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
400
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134
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Item No. 2 Providing & Supply of Electro Fusion Fittings in accordance with BS EN12201: Part-3 suitable for drinking water with in black/ blue colour manufactured from compounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, inspection charges transportation up to store, transit insurance, loading, unloading, stacking excluding GST levied by GOI & GOM in all respect, etc. complete.
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Coupler 75 mm
5
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379
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End Cap 75 mm
2
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284
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Item No. 3 Providing double flange sluice valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete. i) 80 mm Dia
1
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5132
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Part 2 - Labour
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ITEM NO.4- Excavation for foundation …………. etc. comp.
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A) 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 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
120
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165
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B) Excavation for foundation/pipe trenches in hard murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by ERngineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
105
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187
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C) Excavation for foundation/pipe trenches in hard murum and boulders, WBM roads including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
15
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211.2
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D) Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery foundation , asphalt road including removing the excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.)
30
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629.2
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E) 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 excavated material upto a distance of 50 m. , beyond the area and lifts as below, stacking as directed by Engineer In Charge, normal dewatering, excluding etc. complete by all means. (Lift upto 1.5 m.)
30
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1118.7
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Item No. 5 : Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction ….etc complete.
45
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92.4
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Item No. 6 : Lowering and Laying …………….complete
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i) Lowering and laying and jointing with PVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works, including cost of all labours, material, except cement solvent, rubber ring, as per IS code etc complete (with cement solvent joint/ring fit joint i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
400
-
52.8
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iii)Lowering, laying and jointing in position following C.I.,D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut blots and giving satisfactory Hyd. testing etc. complete. Sluice Valve 80mm Dia
1
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1738
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Item No. 7 :Hydraulic testing of …...….. Etc complete
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-
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i) Hydraulic testing of PVC pipe line to specified pressure including cost of all materials and labour and water for specied length including cutting, placing end cap making arregement for filling safe water using reciprocating type pumps which shouid be able to provide specified test pressure gauge and other necessary equipments, labouroperation charges etc required for testing. The rate under this item shall also include cost of retesting, if necessary and reintating to original position. i) HDPE.Pipe 75MM Dia 6 kg/Sq.cm
0.4
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5457.1
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Item no. 8: Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging …. etc complete.
253.23
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92.4
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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)
In PCC M-150
4
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6204
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