Panchayat Raj Engineering Department Tender
To know what Andhra Pradesh government has posted about any AP etender, Bidassist helps us to get a one-stop platform where a registered bidder can have access to the details on each and every eprocurement tender. There is no need to provide the details on the AP E-procurement website i.e. https://www.apeprocurement.gov.in as BidAssist helps us find the specific etender we're looking for. BidAassist has collated each and every Eproc Andhra Pradesh Tender on its website.
Panchayat Raj Engineering Department Tender
Eprocure
Opening Date20 Apr 2021
Closing Date27 Apr 2021
Tender Amount₹ 2,60,86,336
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No. Ap20xa03, Providing Road From Karakavalasa Road To Marika Of Vepada Mandal Of Vizianagaram District.(balance Work)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_ENCPR_108786_1Bid Award Id
ViewTender No
NIT No. 27/ 2020-21, Dt. 16.04.2021 of ENC PR VJA.Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with all lifts and lead beyond 100 m & upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3.5 MORD / 301 MORTH including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.
3252.29
-
139.62
Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTHincluding contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.
13878.8
-
300.31
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with all lifts and lead upto 1000 m as per Technical Specification Clause 302.3 MORD / 301 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.
20737.76
-
83.67
Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 MORD / 305 MORTH, including contractors profit & Over head charges, but excluding GST and Seigniorage charges etc., complete.
13878.8
-
38.38
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.
3034.8
-
1351.9
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 of Table 300.2 with as per Technical Specification Clause 303 & 407 MORD, by using machinery including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete.
800
-
460.7
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
1676.7
-
2072.9
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
11178
-
39.9
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
11178
-
11
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.9) either using viscous grade bitumen VG30 grade at the rate of 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a Hot Mix plant of 30-40TPH, laying and rolling with a three wheel 0-100 kN static roller capacity, paver finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C including cost and conveyance 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 clause 506 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete using HMP
11178
-
147.1
Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping 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 mechanical 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 .By Mechanical Means
11178
-
47.4
Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS : 383, maximum in a concrete mixer of not less than 0.2 cum capacity and appropeiate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 mictron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, admixtures as approved, curing of concrete slabs for 14- days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 MORD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete For 170mm thick with 3.25 m joint spacing.
188.7
-
6163
Road Furniture
-
-
-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MoRD / 804 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary Kilometre Stone (precast)
1
-
3713.06
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MoRD / 804 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for Ordinary Kilometre Stone (precast)
4
-
2159.96
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 MoRD / 804 MoRTH including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for 200m Stone (precast)
16
-
636.96
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MoRD secifications and drawing with Retiro Reflective sheeting including lettering and signs as applicable back ground with Apoxy paint. Three Alluminium Composite Material as per Drawings, top and middle plate duly welded with MS flat iron 25 mm x 5 mm 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. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in CC M15 grade blocks of 450 mm x 450 mm x 600 mm, 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm 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 if MoRD including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
2
-
11147.83
Providing and erecting direction and place identification retro-refectorised sign as per IRC:67 made of encapsulated lens type refective type sheeting vide clause 1701.2.3 MORD fixed over aluiminium sheeting,2 mm thick with area not exceeding 0.90 sqm supported on mild steel iron posts 75x75x6 mm firmly fixed to ground by means of propoerly designed foundation with M15 grade cement concrete 450x450x600 mm,600 mm below groubd level as per drawings and technical specification clause 1701 MORD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
3
-
2705.47
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 MoRD fixed over aluminium sheeting 1.50 mm thick supported on a mild steel iron post 75 mm x75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and technical specification clause 1701 MoRD including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work at Speed breakers near Junctions,T Boards at junctions ,Prohibited boards at junctions (triangle of size 600 X 600mm X 600MM size)
12
-
1939.11
Supply and Installation of Hazard Markers using M.S. Angle of size 55 X 55 X 6 mm and 120 cm high above ground level painted with two coats of black & white stripes of 15 cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30 cm X 90 cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5 mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45 degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30 cm X 30 cm, and 50 cm depth filled with CC 1:2:4 including cost and conveyance of all materials, equipment, machinery and labour with all lead and lifts, loading and unloading charges necessary for successful completion of works as directed by the Engineer-in-Charge and conforming to IRC 79-1981 & MoRTH specification no. 805 and approved drawings etc., complete for finished item of work including cost and conveyance of all materials, all labour charges, over head charges & Contractors Profit but excluding GST and seigniorage charges etc., complete for finished item of work.
6
-
2791.59
Construction of single vent 1000 mm dia. Pipe culvert- 1NO
-
-
-
Earthwork in excavation 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 / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
21.4
-
130.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded 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
5.55
-
4484.15
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
14.59
-
4864.16
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 1101.6 MoRD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 600mm dia RCC NP3 Pipes - For Pipe Culverts
7.5
-
7974.5
Construction of single vent 1000 mm dia. 2 rows Pipe culverts ( 4 Nos.)
-
-
-
Earthwork in excavation 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 / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
150.92
-
130.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded 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
38
-
4484.15
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
108.76
-
4864.16
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 1101.6 MoRD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts
60
-
7974.5
Construction of single vent 1000 mm dia. 3 rows Pipe culverts ( 2 Nos.)
-
-
-
Earthwork in excavation 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 / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
94.36
-
130.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded 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
23.82
-
4484.15
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
58.08
-
4864.16
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 1101.6 MoRD ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete - 1000mm dia RCC NP3 Pipes - For Pipe Culverts
45
-
7974.5
Construction of CC Kerbwalls in Hillock portion
-
-
-
Earthwork in excavation 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 / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
911.25
-
130.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded 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
182.25
-
4484.15
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
506.25
-
4864.16
Construction of Retaining wall
-
-
-
Earthwork in excavation 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 / 304 MoRTH, including contractors profit & Over head charges, but excluding GST etc., complete- For Foundations
168.3
-
130.78
Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded 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
33.66
-
4484.15
Plain cement concrete M 15 grade using 40, 20 & 10 mm metal (HBG) mechanically mixed in foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1203 MoRD and 1500, 1700 & 2200 MoRTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete- for Head walls of pipe culverts & footings of slab culverts
288.75
-
4864.16
Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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 / 2706 & 2200 MORTH including overhead charges & Contractors profit but excluding GST and seignorage charges , etc complete for Retaing wall.
50
-
341.64
Back Filling in foundation trenches and Approachs with Gravel as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit, but excluding GST and Seignorage charges
115.5
-
561.95
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements