Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Eprocure
Opening Date3 Oct 2019
Closing Date2 Nov 2019
Tender Amount₹ 6,54,69,727
Costs
EMD
₹ 13,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No.ap20lwe07 (consists Of One Bridge Work In Pachipenta Mandal Of Vizianagaram District)
Description
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Contact
Tender Id
2019_ENCPR_82428_1Bid Award Id
ViewTender No
65/2019-20, Dt.24.09.2019 of ENC PR PMGSY VJA.Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Drilling empty of bore 1000 mm dia for pile inculing conveyance of all materilas, mechinary , Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m including contractors profit & Over head charges but excluding GST and seigniorage etc.,
120
-
5477.34
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m. (Page 282/537) for 1000mm dia including contractors profit & Over head charges but excluding GST and seigniorage etc.,
1157.73
-
9979.9
Providing Steel Liner 6 mm thick for pile 6 mm thick including Fabricating and Setting out as per Detailed Drawing as per Tech. Specifications 1200 & 1900 MORTH. RBR-FNDN-23 including contractors profit & Over head charges but excluding GST .
175
-
79063.58
DISMANTLING clearing away and carefully stacking materials useful for reuse for dummy pile Concrete including contractors profit & Over head charges but excluding GST ..
65.94
-
2635.2
P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below Pile cap complete as per drawing and technical specifications Clauses 800 and 1211 MORD including contractors profit & Over head charges but excluding GST and seigniorage etc., complete
84.3
-
3880.71
P.C.C. M 15 ordinary grade (1:2.5:5) leveling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 MORD including contractors profit & Over head charges but excluding GST and seigniorage etc., complete
8.55
-
4431.5
VRCC M 35 design mix concrete using 20mm & 10mm size HBG metal (SS5) including cost, seignorage and conveyance of all materials to site and all labour charges, centering, machine mixing, laying charges, vibrating charges, curing charges, including all other incidental charges and operational, hire charges of all T&P but excluding cost and conveyance of steel and its fabrication charges etc. complete as per drawings and technical specification in Section 1100, 1500 & 1700 of MORT & H for Pile cap Below water level including all over heads and contractors profit but excluding GST and seigniorage etc., complete
626.19
-
4828.14
Providing concrete for Plain cement concrete M20 (Design Mix) using 40 mm Graded hard stone metal in Substructure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204 of MORD and 1500,1700&2200 of MORTH including all over heads and contractors profit but excluding GST and seigniorage etc., complete for abutments sub structure.
131.38
-
5281.49
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including all over heads and contractors profit but excluding GST and seigniorage etc., complete upto 5m height. FOR PIERS, HAMMER HEAD, PIER CAP, ABUTMENT CAP
461.02
-
5737.73
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in superstructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH including all over heads and contractors profit but excluding GST and seigniorage etc., complete upto 5m to 10 mt height. as per MOST DRG No.BD/13-76,BD/14-76A,BD/15-76A excluding cost of steel for T-beam and slab
460
-
6502.23
Providing and laying cement concrete wearing course M30 grade desin mix using 20 & 10 mm HBG Metal including cost, and conveyance of all materials to site and all labour charge mechanically mixed using 0.075 t/Cum reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD including all over heads and contractors profit but excluding GST and seigniorage etc., complete and excluding cost of Steel
57.61
-
5483.12
Providing reinforced concrete Reinforced Cement Concrete M 30 grade ( Design Mix) approach slab using 0.05 tones/cum reinforcement and formwork complete as per drawing and technical specifications Clauses1500, 1600, 1700 & 2704 MORTH including all over heads and contractors profit but excluding GST and seigniorage etc., complete and excluding cost of Steel
19.27
-
5339.92
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded including all over heads and contractors profit but excluding GST etc. complete
75
-
63528.75
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD / Sections for Bars below 36 mm dia including over laps and wastage, where they are not welded including all over heads and contractors profit but excluding GST etc. complete.
40
-
61759.85
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 MORD for Bars below 36 mm dia including over laps and wastage, where they are not welded including all over heads and contractors profit but excluding GST etc. complete.( For steel in piles, pile Caps @ piers & abutments.)
125
-
61501.13
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 MORD including all over heads and contractors profit but excluding GST and seigniorage etc., complete . (DRAWG BD/5-09)
204.84
-
761.42
Rough stone 225 mm th Dry Packing for Aprons and Revetments Section 1300 MORD including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete for Revetment sloped portion.
108
-
1583.64
Providing filter Media underneath pitching in slopes complete as per MOST specifications no 305,309 &2504including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete
54
-
1040.01
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD including all over heads and contractors profit but excluding GST and seigniorage etc., complete.
583.48
-
740
Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH, including all over heads and contractors profit but excluding GST and seigniorage etc., complete.
56.93
-
1503.6
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 110 mm dia PVC 6Kg/cm2 pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 MORD including all over heads and contractors profit but excluding GST and seigniorage etc., complete.
240
-
202.35
Drainage spouts complete as per drawing and technical specification and as per approved drg no.BD/1-69A as MORTH specification including all over heads and contractors profit but excluding GST and seigniorage etc., complete.
72
-
6011.75
Supply and fixing of of elastomeric neoprene bearing confirming to IRC-83 of bearing size 630x220x61 mm including all accessories as per drawings and technical specification Clause 1207.1 MORD including all over heads and contractors profit but excluding GST etc., complete.
304365.6
-
0.66
Providing and constructing one span service road to reach island location from one pier location to another pier location as per Tech. Specification 1203 MORTH including all over heads and contractors profit but excluding GST etc., complete.
150
-
6014.76
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head wall and parapets. Tech Specification Clause 1106 MORD including all over heads and contractors profit but excluding GST etc., complete for 1000 mm dia RCC Pipes under service road.
70
-
6335.71
Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) and as per Tech Specification 1113 MORTH including all over heads and contractors profit but excluding GST etc., complete.
225
-
2250
Road Furniture
-
-
-
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mmx5mm size on black on edges. The lower plate will be welded with MS angle iron frame of lower most plate and flate iron frame of middle plate will be welded to 2 nos 75mmx75mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 SWG sheet plate tube. All MS will be stove enmeled on both sides. Lettering and paining of superior quality in required shede and colour. All sections of framed posts and sheet tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1 MORD including all over heads and contractors profit but excluding GST etc., complete.
3
-
10174.1
Approach Roads
-
-
-
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST etc., complete.
8882.8
-
177.55
Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader 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 Technical Specification Clause 401 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
114
-
1226.4
Construction of Shoulders by providing selected earth having minimum CBR of 10%, MDD not less than 1.85 g/cc with LL & PI not more than 40% and 20 respectively and spreading in uniform layers with tractor grader on prepared surface, and compacted at OMC with vibratory roller 80-100 kN to meet requirement as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
53.44
-
301.79
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
106.88
-
1769.66
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, but excluding GST etc., complete for Prime Coat
712.5
-
41.72
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, but excluding GST etc., complete for Tack Coat
712.5
-
9.02
Providing and laying Open Graded Premix Carpet (OGPC) surfacing material of 20 mm thick composed of 13.20 mm to 5.60 mm size machine crushed hard blasted granite chips (Table 500.9 of MORD) using bitumen of VG 30 grade at the rate of 14.60 kgs per 10 sqm area of road surface over tack coat to required line, level, grade to serve as wearing course on previously prepared base including mixing in a Mixer of 6 to 10 T capacity,trasporting the mixer to point of use and rolloing with three wheeled 8-10 Tonnes capacity power roller and finishing to required level and grades including cost, conveyance, leads and lifts of all materials from approved sources, labour charges and hire and operational charges of power road roller and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specifications clause 506 of MORD. including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for OGPC
712.5
-
121
Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading of quality requirement as defined in table 500.3 of MORD with Crushed stone chips of 6.7 mm size 100% passing through 9.5mm seive and retained on 2.36 mm sieve applied @ 0.09 cum per 10 sqm, chips to be premixed by manual means with the bitumunous binder using 6.50 kgs of bitumen VG 30 grade for 10 sqm and rolling with power roller including of required line, level, grade to serve as wearing course on previously prepared surface and finishing to required level and grades including cost and conveyance of all materials from approved sources and stacking at site to departmental gauge for premeasurements, labour charges and hire and operational charges of power road roller 8 to 10 tonnes capacity and all other machinery, tools and plants, providing barricading for diversion of traffic, erecting red flags other incidental and operational charges etc., complete for finished item of work as per technical specification clause 508 of MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat.
712.5
-
37.2
Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
380
-
467.75
River Protection work at Bridge site
-
-
-
Earthwork in excavation in Ordinay Soil for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete above water Level.Upto 3 m depth
13920
-
97.92
Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with vibratory roller 80-100 KN to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD including contractors profit & Over head charges, but excluding GST etc., complete.
14338
-
177.55
Providing filter Media underneath pitching in slopes complete as per MOST specifications no 305,309 &2504including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete
570
-
941.61
Rough stone 225 mm th Dry Packing for Aprons and Revetments Section 1300 MORD including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete for Revetment U/S and D/S.
1140
-
1454.37
Protection works to the Bridge
-
-
-
Earthwork in excavation in Ordinay Soil for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per Technical Specification 305 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete above water Level.Upto 3 m depth for Foundation of Toe wall.
256.5
-
97.92
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size hard stone aggregate (HBG), mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For levelling course
85.5
-
3369.45
Providing and laying reinforced cement concrete R.C.C M 25 Grade (Design Mix) in foundation using 20-10 mm size HBG stone aggregates as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) For Toe wall.
136.8
-
4856.73
Rough stone 225 mm thick Dry Packing for Aprons and Revetments Section 1300 MORD including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete for Revetment sloped portion.
637.2
-
1454.37
Providing filter Media underneath pitching in slopes complete as per MOST specifications no 305,309 & 2504 including cost and conveyance of all materials and labour charges etc.complete including all over heads and contractors profit but excluding GST and seigniorage etc., complete
318.6
-
941.61
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