Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date21 Jul 2022
Closing Date29 Jul 2022
Tender Amount₹ 74,57,006
Costs
EMD
₹ 75,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_820014_10Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 22/2022-23Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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BOQ Items
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LIFT 14.00 to 15.50 M
42.39
53751
1268
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LIFT 15.50 to 17.00 M
42.39
54937
1296
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LIFT 17.00 to 18.50 M
42.39
56124
1324
... More
Item No. 2 Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A9/261) Well of 6m dia
4800
369600
77
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Item No. 3 :- Desilting the SupplyWell, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. c
42.39
31538
744
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Item No. 4:-Filling in plinth and floors/ trenches with contractor's murum for bedding in 15cm to 20cm layers including watering and compaction complete Well of 6m dia
253.5
210152
829
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Sub work no.2 :-Construction of RCC Intake well 4 m Dia and 6 M depth Item No.1: Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling.
190.76
88513
464
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Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
115.4
123709
1072
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Lift 3.00 to 4.50 M
115.4
126940
1100
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Lift 4.50 to 6.00 M
115.4
130171
1128
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Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete.PCC 1:3:6 (M-150)
4.04
25064
6204
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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, 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.a) Foundation Beam (M-200) Lift 3.60 to 3.00 M
4.74
34687
7318
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b) Vertical Wall (M-200) Lift 0.00 to 3.50 M Above & Below GL
31.66
279083
8815
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b) Vertical Slab (M-200) Lift 5.00 to 10.00 M Above & Below GL
4.56
40196
8815
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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, 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) Lift 5.00 to 10.00 M
3.04
295176
97206
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Item No.6: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
4200
323400
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 leads and lifts etc.
36
7236
201
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Item No.8: Laying and placing in position shrouding material for porous pipe gallery/slotted gallery/well work with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section. Complete.(Boulder +Sand filling) 30% Sand filling
41.88
52015
1242
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100% Boulder filling
139.6
135970
974
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Item No.9: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
473.98
39814
84
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Item No.10: Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge, till the complection of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge.Note : Pay line maximum- Top width payable shall be 2 mtr. And maximum payable side slopes shall be 1.5 Horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flatter slopes are not payabale Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/semipervious hearting materials for which no extra payments shall be payable. 30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (type section is shown on last page of type design section of CSR)
1140
777480
682
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Item No.11: Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete. 100 mm dia
Reflux valves as per I.S.5312 Part I (1984)
2
11426
5713
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Item No.12: Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)100 mm Dia 100 mm dia
2
4544
2272
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Sub work no.3 :-Construction Connecting Main 150 MM dia Item No.1: Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
264
122496
464
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Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
264
283008
1072
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Lift 3.00 to 4.50 M
264
290400
1100
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Lift 4.50 to 6.00 M
264
297792
1128
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Lift 6.00 to 7.50 M
264
305184
1156
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Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-150)
3.96
24568
6204
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Item No.4: Providing and supplying ISI mark C.I S&S pipes (push on joints pressure pipes of C.I of following class and diameters confirming to the I.S.specification inclusive cost of jointing materials(Rubber gasket of EPDM Quality) including all statutary duties and taxes levied by GoI and GoM in all respect,Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight, Unloading from railway wagon, Loading into Truck, Transportation to departmental store/site of work,unloading, stacking etc. completed as directed by Engineer –in-charge (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition / r 150 mm Dia CI
46
89700
1950
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Item No.5 Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of follo 150 mm Dia CI
46
3956
86
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Item No.6: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
1500
115500
77
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Item No.7: Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete 150 mm Dia Sluice valve
2
21590
10795
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Item No.8: Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 150 mm Dia Sluice valve
2
7140
3570
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Item No.9: Filling in plinth and floors/ trenches with approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete.
1065.06
89465
84
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SUB WORK No.4: Construction of Slotted Pipe Gallary 450 mm Dia ITEM NO.1 Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 0.00 to 1.50 M
135
62640
464
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Item No.2: Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting/ controlled blasting, chiseling as required in wet or dry condition for Supply Well for lift 0 to 1.50 M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km as directed by Engineer-In-Charge, etc. complete excluding refilling. Lift 1.50 to 3.00 M
117
125424
1072
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Item No.3: Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. PCC 1:3:6 (M-150)
6.16
38217
6204
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Item No.4: Providing at site of works ISI standard RCC slotted pipes of NP 3 class including cost of all central and local taxes, octroi, inspection, transportation etc. complete including cost of RCC collar etc. complete. 450 mm Dia
15
66165
4411
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Item No.5: Lowering, laying and jointing RCC slotted pipesof following diameterincluding all leads and lifts, cost of jointing material, labour etc. complete as directed by Engineer in charge. 450 mm Dia
15
3690
246
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Item No.6: Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete.
2400
184800
77
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Item No.7: Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge. 40 mm pebbles
118.8
200534
1688
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12 mm to 20 mm pebbles
99
196812
1988
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6 mm to 12 mm pebbles
99
221661
2239
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Fine Sand (from river sand at site
79.2
98366
1242
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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.
73.04
6135
84
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SUB WORK NO.5 :- RISING MAIN 140MM DIA H.D.P.E Item No. 1 Excavation for pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Total
49
7350
150
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Item No. 2 Excavation for 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 back- filling, etc. complete. Total
28
4760
170
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Item No. 3 Excavation for 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 dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Total
28
5376
192
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Item No. 4 Excavation for foundation/ pipe trenches in soft rock and old cement & lime masonry foundation, asphalt road 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.
21
12012
572
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Item No. 5Excavation for 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. Total
28
28476
1017
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Item No. 6 Providing and supplying in standard lengths HDPE 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. 140 mm HDPE PE100
200
122000
610
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Item No. 7 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 MJP CSR Page No. 115 Item No. 2 140 mm HDPE PE100
200
21400
107
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Item No. 8 Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 150 mm Dia
100
138300
1383
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Item No. 9 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 150 mm Dia
100
15400
154
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Item No. 10 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., 80 mm dia. Score valve. PN-1.6
1
6758
6758
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Item No. 11 Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm
1
10246
10246
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Item No. 12Lowering, laying and fixing in proper alignment and position all types of CI air valves as driected by engineer in charge including cost of conveyance from stores to site of work cost of all materials and giving satisfactory hydraulic testing etc. complete (for all class of valve) 50 mm dia. Kinetic Air valve.
1
279
279
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Item No. 13Providing and supplying ISI mark CI D/F reflux valves (non-return 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. Reflux valves as per I.S.5312 Part I (1984) 80 mm dia. Sluice valve P.N. -1.6
1
5736
5736
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Item No. 14 Lowering, laying and jointing in position following C.I.DIF Reflex valves,and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) i) 80 mm dia. Sluice valve.
1
1738
1738
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ii) 80 mm dia. Score valve.
1
1738
1738
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Item No. 15 Providing and lyaing in situ, following grades of P.C.C. (M-150) of trap/granite/ quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing, finishing, etc. complete.
10.38
64416
6204
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Item No. 16 Providing and fixing in position air valve shaft Including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M- 150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) Upto 150 mm
1
5578
5578
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Item No. 17Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masomy in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. Size : 0.90 x 0.90 x 1.50 m.
1
14446
14446
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Item No. 18 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.
150.92
12678
84
... More
Item No. 19 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. 110 MM HDPEThe rate under this item shall also include cost of retesting, if necessary and reinstating to original position..
0.2
2481
12403
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SUB WORK NO.6 :-Trial Run and miscellV aneous work 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 Connection on Disribution mai (With Road Crossing)
88
209616
2382
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(Without Road Crossing) TOTAL COST
88
135256
1537
... More
Item No.2 : 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 of Zinc 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 35mmx35mmx3mm 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
1
9284
9284
... More
Item No.3 : Providing and supplying Valve fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation up to store excluding GST levied by GOI and GOM in all respect etc. complete
30
39330
1311
... More
Item No.4 : Providing and constructing cattle trough in village for domestic cattles in Rural areas As per Rate Analysis
1
74000
74000
... More
Item No.5 : Providing and making solid support for newly and old construction house tab connection including painting as directed by Engineer-in-charge As per Rate Analysis
176
148720
845
... More
Item No.6 : 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 month for individual scheme and for regional scheme, together with training of personnel 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.
3
78732
26244
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