Water Resources Department Tender
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Water Resources Department - WRD Tender
Bridge Construction
Civil And Construction
Road Construction
Eprocure
Opening Date4 Oct 2024
Closing Date18 Oct 2024
Tender Amount₹ 18,43,56,476
Costs
EMD
₹ 9,21,800Document Cost
₹ 5,900Tender Fee
₹ 500
Summary
Construction Of Road Bridges On Link Cut, Roads And Allied Works On Golshi Mahaje
Description
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Contact
Tender Id
2024_WRDNN_1103962_1Bid Award Id
ViewTender No
eTender Notice No 03 for 2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://https://wrd.maharashtra.gov.in/
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Documents
BOQ Items
Item No.4 - Drilling holes for Anchor Bars including depositing the material with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
496.25
105800
213.2
Item No.5 - Providing and laying in situ cement concrete of following grades of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface reinforcement / RCC concreting requiring heavy or special type of shuttering with Batching Plant and Transit mixer including placing, scaffolding, compacting, curing, with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
A) M-10 for foundation and bedding of CD Works,Bridges
973.07
5624977
5780.65
B) M-15 (20MSA) For Head Walls and Parapet walls of Cross-Drainage Works, For Foundation, Piers, Riding Returns, Abutments and Retaining walls of Bridges on Linkcut, For Bed linning of SWF
1744.57
12741118
7303.3
C) CC M-15 (40 MSA)
For Foundation, Bedding and Head Walls of S.W.F.
72.24
434086
6008.95
D) CC M-20 (20 MSA)
For Foundation, Piers, Riding Returns, Abutments and Retaining walls of Bridges on linkcut, For wearing course for bridges on Linkcut
4571.73
36901404
8071.65
E) CC M-20 (40 MSA)
For Retaining walls of bridges on linkcut
740.18
5830360
7876.95
F) CC M-25 (20 MSA)
For RCC Caps, Road Slab, Dirt wall kerbs, box culvert etc of Bridges on linkcut.
1111.28
12494787
11243.6
Item No 6 Providing and fixing in position TMT-FE-500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies ,staircase, newels, chajjas ,lintels pardis, 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 with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
117.2
9789979
83529.4
Item No 7 Backfilling upto ground level behind the canal structure setc.complete with suitable material of approved quality in layers not exceeding 20cm without disturbing the structure with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
A) Available Material
925.52
57150
61.75
B) Borrow Material
500.55
42371
84.65
Item No.8 Providing R.C.C .pipe of NP2 class conforming to IS458 2003 of 600 mm diameter including cost of all material and labour required, inspection charges, transportation to stores, transit insurance, loading, unloading and stacking excluding GST levied by with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
225
382961
1702.05
Item No. 9 Laying and jointing R.C.C. pipe of NP2 class or IRC standard in C.M. 1:2, proportion by volume including cost of all materials (excluding pipes and collars), labour,aligning pipes, batching and mixing mortar, packing joints with hemp and mortar, finishing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
225
69063
306.95
Item No 10 Providing ISI Mark GI pipes of Heavy 100 mm dia. ( 14.70 Kg/M) excluding GST levied by GOI and GOM in all respects,inspection charges transportation to stores etc. complete as per IS - 1239/2004.( one coupler shall be provided with full length of pipe cost of which is included in Rate) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
4.05
4184
1033.25
Item No.11 Lowering,laying and jointing GI pipes and specials of Heavy 100 mm dia. ( 14.70 Kg/M) including conveyancefrom stores to site of work, all laboure etc.complete either underground or in vertical possition with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
4.05
580
143.3
Item No 12 Providing and fixing gauge plate of FRP sheet very sturdy both sides, gelcoat finish composite material, sandwich with MS strip by contact moulding process, engraved moulded band width and figures with computerised gauge marking with reflective radium pasting, spray lamination with polyurethane chemical for surface protection including material reqd for fixing, nut bolts, washers, Nylonrope, hanger, drilling machine with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
3
89470
29823.35
Item No 13 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, machinary ,hand packing/ wedging stone chips,finishing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.( Available Material)
1947.94
95351
48.95
PART B - ROADS, BRIDGES AND CD WORKS ON ROADS Item No 1 Clearing grass and removal of rubbis upto a distance of 50 metres out side the periphery of the area with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge .
19390
85316
4.4
Item No 2 -Excavation for roadway,catch water drain and for foundation of structures in soft strata including dressing section to the required grade, camber and side slopes and conveying thee xcavated materials and spreading for embankment or stacking as directed By Merchanical Means with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
8449.34
1401745
165.9
Item No 3 -Excavation for roadway in hard rock by controlled blasting including dressing section to the required grade, camber and side slopes and conveying the excavated materials and spreading for embankment or stacking as directed.(Inculding 50% Utilisation of useable Excavated material) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
369.67
101659
275
Item No.4 Excavation for foundation in hard rock by chiselling and wedging or line drilling including shoring and strutting,dewatering as necessary and disposing off excavated stuff as directed with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
429.01
991742
2311.7
Item No.5 - Dewatering by pumping out water collected with Diesel or Electrical pumps including cost of all materials,machinery,labour,providing sump and all other ancillary operations whenever necessary etc.complete under specific and indispensable circumstances with prior approval from competent authority with authentic evidence of records justifying dewatering with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
260
57486
221.1
Item No.6 - Providing and fixing 25mm diameter steel anchor dowel in hard rock including drilling hole of 32mm diameter upto 0.75 mtrs depth,placing the dowel in position and effectively grouting the hole with CM 1:1 proportion with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
108
198871
1841.4
Item No 7 Providing casing embankment using selected pervious material from approved borrow areas (Government acquired land) in layers including cost of all materials, machinery, labour, all other operations such as collection of soil,spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges/sides, watering, compacting each layer to density control of not less than 95% of Proctor density using vibratory compactori ncluding cost of water with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
6736.03
1349900
200.4
Item No 8 Providing earth work in embankment with approved materials obtained from departmental land upto lead of 50m.including all lifts, laying in layers of 20cm .to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller to achieve not less than 97% of standard proctor density with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge. ( Material obtained from departmental Land)
217.81
101826
467.5
Item No 9 Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.( Material obtained from Other sources)
15248.17
15540934
1019.2
Item No 10 Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density ( Material obtained from Other sources) For Approaches of Bridge on Main Linkcut with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
946.05
410585
434
Item No 11 Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50m,not less than 97% of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
11240.75
1125199
100.1
Item No 12 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader/ Paver on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density,complete as per clause 401--By Mix in Place Method and Grading-III Material with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
3499.65
8611238
2460.6
Item No 13 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means -Grading I (UsingScreening Type A (13.2) mm Aggregate) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
2381.7
7147838
3001.15
Item No 14 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with vibratory roller to the required density. By Mechanical Means - Grading II (Using Screening Type B (11.2 mm) Aggregate. ( Morth 404 ) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
1613.25
4756909
2948.65
Item No 15 Supplying hard murum/ kankar at the road site, including conveying and stacking ( Morth 408 )with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
3667.65
2438987
665
Item No 16 Spreading hard murum/ soft murrum/ gravel or kankar for side width ( Morth 408 ) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
3667.65
318718
86.9
Item No 17 Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering ( Morth 201 ) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
6720
155232
23.1
Item No 18 Providing and laying in situ cement concrete of following grades of trap / granite / gneiss / quartzite / graded metal for PCC with or without surface including necessary centring.formwork,bailing out water, compacting and curing (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
A) CC M-10
For Below Face walls of Cross Drainage Works
37.95
278594
7341.1
B) CC M-15
For found of Bridge on Road, for PCC Bed for CD Work
175.45
1286750
7334
C) CC M-20
For Face walls of Cross-Drainage Works, or Pier/Abutment/Returs, Caps, Ballast wall, Kerbs, Wearing coarse . of Bridge on Road
1275.09
12546439
9839.65
D) CC M-25
For Road Deck slab
233.56
2972051
12725
Item No 19 Providing, cutting, bending, hooking, tying and laying in position TMT FE500 steel bars for reinforcement for all RCC works as per detailed drawings with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
19.62
1919902
97854.35
Item No 20 Providing and laying cement concrete pipe of IS 458:2003 NP-3 class of 1000 mm diameter in proper line, level and slope with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
57.5
576460
10025.4
Item No 21 Providing and laying cemen tconcrete pipe o fIS 458:2003 NP-2 class of 900 mm diameter in proper line, level and slope in CM.1:2 and curing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
37.5
199815
5328.4
Item No 22 Providing selected hard murum filling including laying in layers of 15to20cm with watering and compacting with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
80.99
73903
912.5
Item No 23 Providing and constructing 300mm thick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials,labour,machinary,hand packing/ wedging stone chips,finishing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
1693.99
729178
430.45
Item No 24 Providing dry stone pitching 23 cm ( about 9" thick including all material,quarry spauls, labour with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
65.13
37593
577.2
Item No 25 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 x0.90 m 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 35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm, 3.65 m long painted with alternate black and white bands of 25cm width including all fixtures etc. and fixing the boards in1:4:8 concrete block of size 60cmx60cmx75 cm including, excavation, refilling, transportation, and labour with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
1
10959
10959.3
Item No 26 Removing rich mix cement concrete including stacking the spoils with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
202.26
206911
1023
Item No 27 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc.as directed and stacking them within the specified lead as directed with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
56.37
89972
1596.1
Item No.28 Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagona lshaped G.I.wire confirming to IS16014:2012 having zinc plus PVC coating of overall diameter of 3.7mm and tying lacing wire of 3.2mm with edge wire confirming to overall diameter 4.4mm edges being mechanically selvedge including placing in position,fitting neatly with trap stone rubble (15to23cm) all loose ends to be securely tied etc.complete.(In Dry condition and for under water installation extra cost to be considered curing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.(using Rubble from borrow area)
1723
9147148
5308.85
Item No.29 Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagona lshaped G.I.wire confirming to IS16014:2012 having zinc plus PVC coating of overall diameter of 3.7mm and tying lacing wire of 3.2mm with edge wire confirming to overall diameter 4.4mm edges being mechanically selvedge including placing in position,fitting neatly with trap stone rubble (15to23cm) all loose ends to be securely tied etc.complete.(In Dry condition and for under water installation extra cost to be considered curing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge..(using Available Rubble )
1722
6925195
4021.6
Item No 30 - Providing R.C.C.parapet with M-20 Cement concrete of trap/ granite/ quartzite/ gneiss metal with cast in situ/ precast panels as per the detailed drawing height of 1.1 mt. above top of road surface, with post of 225 mm x190 mm at 2 meter or less at equal distance suitable to span having 10mm reinforcement of minimum 4 bars and 6mm stirrups and R.C.C panels of approved design at clear distance of 125mm and thickness of 150mm with 10mm dia.3 no.of bars reinforcement at top and bottom and 6mm dia.4 no.bars as verticalor horizontal rails of size100 mm x150mm and with clear speacing of 240mm including scaffolding,steelcentering,plywood/ steel formwork,compacting finishing,uneven and honeycombed surface with C.M.1:3 of sufficient minimum thickness to give a smooth and even surface and curing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.(Including cost of reinforcement & cover block.) (For Bridges on linkcut and on roads)
382
928221
2429.9
Item No 31 Providing tar paper bearing including laying in proper position etc. with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge. (For Bridges on linkcut and on roads)
94.2
10258
108.9
Item No 32 - Providing expansion joint with 25 mm thick bituminous pad as per detailed drawings etc. with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge. (For Bridges on linkcut and on roads)
113.97
136148
1194.6
Item No 33 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the walland provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete.(For Bridges on linkcut and on roads)
299.81
557991
1861.15
Item No 34 Providing and laying 0.90 meter thick metal mat consisting of rubble,oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble,spreading metal in layers and hard murum including watering and compaction with power roller with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.(For Bridges on linkcut and on roads)
501.64
1091493
2175.85
Item No 35 Providing railing of mild steel angle post 2.0 m center to center of section 75mmx75mmx10mm or equivalentI/C section of height1.05 above bridge surface with minimum anchor length of 30cm including holdfast of 25mm diameter MS bar welded at the bottom and concreting of1:3:6 of size 30cmx30cmx30cm with three rows of 40mm B class GI pipe provided at 30cm on center to center including scaffolding and one coat of anticorrosive paint with two coats of oil painting, curing of concrete with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
97.12
413439
4257
Item No 36 Providing selected hard murum filling including laying in layers of 15to20cm with watering and compacting with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
113
103112
912.5
Item No 37 Providing and fixing 90cmx60cm Granite plate engraving 10cm.Height letter,figures including painting the lefters/figures with approved colour and shade with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge.
0.27
2562
9489.7
Item No 38 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge. (For Bridges on linkcut and on roads)
996.8
584423
586.3
Item No 39 Providing vent holes 100mm diameter GI pipe in the slab and wearing course with iron grill at the top and GI pipe at bottom as per drawing with all lead and lifts etc complete as per specifications and as directed by Engineer in-Charge. (For Bridges on linkcut and on roads)
112.48
87104
774.4
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