Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Eprocure
Opening Date8 Mar 2022
Closing Date5 Apr 2022
Tender Amount₹ 20,77,744
Costs
EMD
₹ 21,000Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_CHAND_777532_11Bid Award Id
ViewTender No
RWS_ZP_CHANDRAPUR 85/2021-22Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://https://rdd.maharashtra.gov.in/en
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Documents
BOQ Items
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LIFT 13.50 to 15.00 M
42.39
-
959
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Item No. 2. Distilling the supply well in wet or dry condition including lifts upto 10.5 m and lead upto 150m as required beyond the work stacking spreading including necessary guarding etc. complete as required by engineer incharge Well of 6 m dia
42.39
-
744
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Item No. 3. 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 mechinery, labour, fuel) etc. complete. Well of 6 m dia
800
-
77
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Item No. 4 Providing structural steel work in rolled sections like joists, channels, angles, tees, etc. as per detailed designs and drawings including fixing in position without connecting plates, braces, etc. and one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade, etc. complete.
0.55
-
74618
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Item No 5 Providing and fixing mild steel grill work for windows/ ventilators of 20 Kg/Sqm. as per drawings including necessary welding and painting with one coat of anticorrosive paint and two coats of oil painting, etc. complete.
10.2
-
1895
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Item No. 6 Filling in plinth and floors / trenches with contractor's murum for bedding in 15cm to 20cm layers including watering and compaction complete.
121.5
-
829
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Item No.7 Providing and fixing G.I. pipe railing having 1.0 M height consisting 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 and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc.complete
13.6
-
916
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Item No. 8: Drilling of 150 mm Dia Horizontal Bore Gravel packing)
160
-
422
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Item No. 9: 150 mm dia threaded iron casing pipe
160
-
160
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SUB WORK NO. 2:- BORE WELL 150 MM DIA Item No. 1 Drilling of Bore well in all types of strata 200/215 in all types of strata including all charges ------------etc. complete. As per GSDA Given rate
60
-
376.79
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Item No. 2 Providing and fixing150 mm dia M.S. casing pipe class B 4.85 mm as per IS 1239 (Blank) As per GSDA Given rate
24
-
1434
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Item No. 3 Providing and fixing 150 mm dia M.S. casing pipe class B 4.85 mm as per IS 1239 (Slotted) As per GSDA Given rate
38
-
1650
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Item No. 4 Lowering laying welding and grounting 150 mm dia slotted and blank ms casing pipe etc completed
60
-
147.32
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Item No. 5 Providing and fixing 150 mm dia M.S. CAP As per GSDA Given rate
1
-
178.57
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Item No. 6 Providing and fixing wooden block for support to clamp of bore well As per GSDA Given rate
2
-
1339.29
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Item No. 7 Providing and fixing M.S. clamp and bel plug for support to clamp of Bore well As per GSDA Given rate
1
-
238.39
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Item No.8 Devlopment of Bore well by air compressor unit. As per GSDA Given rate
12
-
1205.36
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Item No. 9 Providing and fixing M.S. bell cap for Bore well As per GSDA Given rate
1
-
178.57
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Item No. 10 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 180 mm 8 kg/m2
24
-
848
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Item No. 11 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)
24
-
48
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SUB WORK NO. 3:- SOLAR PUMP Item No. 1 Supplying erecting & terminating XLPE armoured cable 3 core 4sq. Mm.copper conductor continuous 5.48 sq.mm. (12 SVVG) G.i. earth wire complete erected with glands & lugs, on wall / trusses/ pole or laid in provided trench / pipe as per specification no.CB CB2-3core-4 sqmm PVC cable
100
-
188
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Item No. 2 Providing ISI mark G.I. pipe of following class and dia excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc complete 50 mm dia .G.I. heavy Class.
100
-
392
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Item No. 3 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 50 mm dia G.I heavy Class.
100
-
81
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Item No. 4 Supplying, installing, testing and commissioning of solar water pump of 3 HP capacity, DC surface type, 135000 LPD, total head of 20m, comprising of 2700 Wp PV array / submersible type (with controller) 105000LPD/63000LPD/ 42000LPD total head of 30m/50m/70m, comprising of 3000Wp/3000Wp/3000Wp PV array respectively mounted on GI structure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS PWD CSR
1
-
155429
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SUB WORK NO. 3:- RISING MAIN Item No. 1Excavation 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.
73.5
-
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.
42
-
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.
42
-
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.
31.5
-
572
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Item No. 5 Excavation 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.
42
-
1017
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Item No. 6 Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, specification no. as 4985 per IS 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete 90 mm PVC
330
-
217
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Item No. 7 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,as perlS code,etc. complete 90 mm PVC
300
-
40
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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. 100 mm Dia
18
-
644
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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 100 mm Dia
18
-
129
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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 transportation inspection charges. upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.. 80 mm dia .Score Value
4
-
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
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Item No. 12 Lowering, 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
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Item No. 13 Providing 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
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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
-
1736
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ii) 80 mm dia. Score valve.
4
-
1736
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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.
15
-
5640
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Item No. 16 Providing and fixing in position air valve shaft Including providing and fixing Gl 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
2
-
5578
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Item No. 17 Providing 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.
5
-
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.
228.9
-
84
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Item No. 19 Hydraulic testing of P.V.C.. 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 HDPE
0.3
-
4961
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SUB WORK NO. 5:-ESR OF CAPACITY 10000L 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 4.5 meters centre to centre for ESR having Capacity upto 500 Cum. 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 meters, 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 design. providing and fixing accessories such as M.S. ladder out side, 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 staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers! for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & anti termite treatment for underground parts of the structure. and giving satisfactory water tightness test as per I.S. 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. Capacity 10000 litres, St. Ht.12 m. for 5 thousand Litres
10000
-
30.01
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Add 7.5% for Raft Foundation
300100
-
0.08
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Item No. 2 Providing and supplying ISI standard welded CI/DF double flanged pipe including GST levied by GOI & GOM in all respect but including railway freight, insurance, unloading from railway wagon, loading into truck transport to store, unloading, stacking etc. complete as directed by Engineer -in-charge. (for 2.75 m bare pipe 80 mm dia inlet pipe
20
-
1466
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80 mm dia outlet pipe
17
-
1466
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80 mm dia overflow pipe
20
-
1466
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Item No. 3 Providing double flange sluice valve confirming for IS 2906/14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking 80 mm dia PN 1
3
-
5132
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Item No. 4 Providing and supplying ISI standard DI. specials & fitting with sealing rubber gasket of S.B.R.complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour, materials, and transportation to stores, loading and unloading including GST levied by GOI & GOM in all respect etc. complete as per IS-9523. 80 to 300 mm dia
100
-
111
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SUB WORK NO. 6: ADDITIONAL DISTRIBUTION SYSTEM of 75 and 90 mm 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. manual dewatering, preparing the bed for foundation and excluding backfilling. etc. complete. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm
31.5
-
150
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for 90 mm dia PVC 4 kg per sqcm
15.75
-
150
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Item No.2 Excavation for foundation/pipe trenches in soft 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 1.5 M for 75 mm dia PVC 4 kg per sqem
14
-
170
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for 90 mm dia PVC 4 kg per sqcm
7
-
170
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Item No.3 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 1.5 M for 75 mm dia PVC 4 kg per sqcm for 90 mm dia PVC 4 kg per sqcm
28
-
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 for 75 mm dia PVC 4 kg per sqcm
10.5
-
572
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for 90 mm dia PVC 4 kg per sqcm
5.25
-
572
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Item No.5 Excavation for foundation / pipe trenches in hard rock by chiselling, wedging, line drilling by any other mechanical means other rthan blasting including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M for 75 mm dia PVC 4 kg per sqcm
7
-
1017
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for 90 mm dia PVC 4 kg per sqcm
3.5
-
1017
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Item No. 6: 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 excluding GST levied by GOI and GOM in all respect. including transportation, freight charges, inspection charges, loading, unloading. conveyance to the departmental stores and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). for 75 mm dia PVC 4 kg per sqcm
110
-
105
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for 90 mm dia PVC 4 kg per sqcm
55
-
146
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Item No. 7: 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,as perlS code,etc. complete (with cement solvent joint / ring fit joint). for 75 mm dia PVC 4 kg per sqcm
110
-
25
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for 90 mm dia PVC 4 kg per sqcm
55
-
31
... More
Item No.9 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 PN-1 80 mm dia
1
-
6758
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Item No. 10 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 bolts and giving satisfactory hydraulic testing etc.complete. (Rate for all class of valves.) Sluice Valve PN-1.6 80 mm dia
1
-
1738
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Item No. 11 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing.etc.complete.. WT 40 KG
1
-
3043
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Item No. 12: Providing 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. Note:- Wall thickness: 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M) Size : 0.90 x 0.90 x1.50 m.
1
-
14446
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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 lifts including consolidation, surcharging, etc.complete. Total Pipe Volume to be deducted
121.74
-
84
... More
Item No. 14: 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
5.91
-
5640
... More
Item No. 15: Hydraulic testing of PVC. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position. for 75 mm dia PVC 4 kg per sqem
0.1
-
2481
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for 90 mm dia PVC 4 kg per sqcm
0.05
-
3721
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SUB WORK NO.7: TRIAL RUN Item No 1 Providing and fixing board displaying information, such as 'Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25 mm )Thick Mild steel Painted
1
-
8848
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Item No.2: 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
3
-
26244
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SUB WORK NO.8: TAP CONNECTION 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 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 PWD CSR 21-22 P. NO. 368 IT. NO.53.84 With road crossing
25
-
2382
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With out road crossing
25
-
1537
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