Panchayat Raj Engineering Department Tender
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Panchayat Raj Engineering Department Tender
Civil And Construction
Construction Material
Eprocure
Opening Date21 Aug 2024
Closing DateCancelled
Tender Amount₹ 8,70,70,433
Costs
EMD
₹ 17,97,341Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Package No. Ap04piiilb07-vempalli Mandal Of Ysr Kadapa District (1st Call)
Description
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Contact
Tender Id
2024_ENCPR_136026_1Tender No
NIT No.09/2024-25, Dt.12.08.2024, of the SE, PR Circle, Kadapa (1st Call)Tender Authority
Panchayat Raj Engineering Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Earthwork in excavation for De watering and 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 over heads and & contractors profit, all other taxes excluding GST and seinorage charges
858.33
130208
151.7
Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications in Section 1100, 1600 & 1700 MORTH and removal of excavated earth with all lifts and lead upto 1000 m. for pile diameter 1200mm including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
1044
15106366
14469.7
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
94.16
428051
4546
Plain cement concrete M 20 grade (Design mix) using 40,20 & 10mm metal (HBG) mechanically mixed in foundations 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 Toe wall
20.98
133009
6339.8
Reinforced Concrete concrete M35 grade Design Mix using 20mm , 10mm HBG metal Machine mixing in Pile Cap complete as per Drawing and Technical Specifications in Section 1100, 1500 & 1700 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
858.33
5973976
6960
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in Foundations complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH, including overhead charges & Contractors profit, but excluding GST and seigniorage etc., complete. For Retaining wall Foundations
100.26
681547
6797.8
Reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) For Abutments and piers
366.51
2680324
7313.1
Reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal (HBG) 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 contractors profit & Over head charges, but excluding GST and seigniorage etc., complete ( 5 to 10m height) For Abutments and piers
2.94
21969
7472.7
Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 MORD and 1500, 1700 & 2200 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete (upto 5m height) For Retaining walls
147
1059473
7207.3
Providing and laying reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in sub structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 & 1700 MORTH ,including overhead charges & Contractors profit but excluding GST 5 - 10.00mtsm height. For piers, abutments, bed blocks,pedastals, retaining walls
34.33
255525
7443.2
Providing and laying reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal (HBG) mechanically mixed in superstructure as per drawing and technical specifications Clauses 800, 1401.4.1 and 1401.4.2 MORD / Sections 1500, 1600 & 1700 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete upto 5m height. - For Super Structure T Beam &Slabs
1329.8
10874306
8177.4
Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal (HBG) mechanically mixed excluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1404.2.2 MORD and 2702 MORTH ,including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete-
183.94
1263079
6866.8
Supplying, fitting, and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
166
14478852
87222
Supplying, fitting, and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications Clauses 1000 and 1202 MORD / 1100, 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges for Piers, Pier caps & Pedastals, Abutments, Bed blocks, Guard walls.
48
4199961
87499.2
Supplying, fitting, and placing HYSD bar reinforcement in super structure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding GST.
237
21183818
89383.2
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 over heads and & contractors profit, all other taxes excluding GST and seinorage charges
143.47
252406
1759.3
Providing weep holes in 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 over heads and & contractors profit, all other taxes excluding GST and seinorage charges
217.8
52337
240.3
Drainage spouts complete as per drawing and technical specifications Clause 1209 MORD & 2705 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
128
919893
7186.67
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder to cater for a horizental movement upto 40mm and vertical movement of 3 mm as per drawing and Technical Specification Clause 1207.2.4 / 2600 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
127.5
382148
2997.24
Construction of Crash barrier using M 35 grade including reinforcement 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 cost and conveyence of materials, labou ect including overheads & contractors profit, all other taxes and seinorage charges but excluding GST to complete.
654
2664925
4074.81
Providing and laying filter media with granular crushed aggregates as per specification below revertment compacted to firm condition complete as per drawing and technical specification Clause 1302 MORD / 2504 MORTH, including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete
18.25
37382
2048.33
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
248.1
266509
1074.2
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD / 2504 MORTH including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
18.25
25971
1423.1
Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm as per Tech Specification 800 MORTH. including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
1768.32
291242
164.7
Reinforced cement concrete M35 grade (Design Mix) using 20 & 10mm metal mechanically mixed for approach slab including reinforcement as per drawing and technical specifications Clauses 800 and 1211 MORD / Sections 1500, 1600 & 1700 & 2704 MORTH, including over heads and & contractors profit, all other taxes excluding GST and seinorage charges.
16.59
112501
6781.3
Construction of RCC guide posts of 250 mm dia M 20 grade cast-in-situ with 20 mm nominal size aggregate (HBG), 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 but excluding GST and seinorage charges.
66
50021
757.9
DISMANTLING clearing away and carefulyly stacking materials useful for reuse for dummy pile Concrete.including over heads and & contractors profit, all other taxes excluding GST and seinorage charges
122.15
171034
1400.2
Road Portion
-
-
-
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 and Seigniorage charges etc., complete.., complete.
10228.63
2294282
224.3
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.
102
177959
1744.7
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.
95.63
37735
394.6
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
95.63
238711
2496.2
Providing and applying primer coat with bitumen emulsion (CSS-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
637.5
29388
46.1
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
637.5
9881
15.5
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates (Table 500.13) either using penetration grade bitumen 60/70 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'2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete using HMP
637.5
116535
182.8
Providing and laying bituminous premixed seal coat (Type C) comprising of stone chipping of grading as defined in table 500.16 of MOST 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'2014 including contractors profit & Over head charges, but excluding GST and seigniorage etc., complete for seal coat.By Mechanical Means
637.5
38887
61
Road Furniture
-
-
-
Providing & fixing of typical PMGSY informatory sign board with LOGO as per MORD secifications and drawing and as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4mm thickness as per Drawings, top and middle plate duly welded with MS flat iron 25mmx5mm size on black. Three boards are welded with 25mmx25mmx5mm MS angle allround the edges. The lower plate frame and iron frame of middle plate will be welded to 2 nos 75mmx75mm x 6mm mm MS hallow square 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 49.5mm x 49.50mm x 4.50mm of MS hallow square tube. The 75mm x75mmx6mm hallow sqare MS tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg) .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
25195
12597.9
Providing and fixing of Maintenance information board as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4mm thickness of size of 900 x 1500 mm on a frame made up of 25X25X6mm thick MS angles and welded to MS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x 6mm MS hallow squar tube frame of height 3.00m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications.The 75mm x75mmx6mm hallow sqare MS tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg) and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
2
33393
16696.8
Providing and fixing of Citizen information board as per MoRD specifications and drawings. as per IRC:67 made of type Retro reflective sheeting vide Clause 1701.2.3 MORD / 801.3 MORTH fixed over Alluminium Composite Material of 4 mm thickness consisting of 2 boards of size 750 x 900 mm on a frames made up of 25X25X5mm thick MS angles and welded to MS flat Iron plates 75 x 5 mm size on back and welded to 75 mm x 75mm x6mm MS hallow squar tube frame of height 3.05m as per the drawing and painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, lettering , colour,band, diagrams, specifications etc., complete as per MORD specifications. The 75mm x75mmx6mm hallow sqare MS tubes welded with 50 x 50x 5 mm angle iron hold fasts of 300 mm long at bottom ( 2no for each leg) and painted with primer and two coats of epoxy paint and embedded in to cement concrete M15 grade of size 600 x 600 x 750 mm, 600 mm below ground level as per MoRD specifications clause 1701 including over head charges & contractors profit but excluding GST & Seigniorage charges etc., complete.
2
34032
17016.3
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 75mmx75 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M15 cement concrete 450mm x450mmx600 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.
4
11624
2906.19
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,with 2 nos of Hold fasts of size 50mmx50x5mm MS angles,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.
2
7678
3839.42
Pavement markings with hot line applied Thermo plastic compound 2.50 mm thick including reflecting glass beads at 250 gms/sqm, thickness of 2.5mm is exclusive of surface applied glass beads for providing centerline marking 300 cms length and 10cm width with a gap of 450 cms including cost and convenyace of all materials equipment machinary and labour with all leads and lifts loading and unloading charges necessary for sucessful completion of work as directed by the Engineer-in-Charge and confirming to IS 164 - 1981 (1st revison reaffirmed in 1986) and clause 803 of MOST specification for roads and bridge works and also confirming to IRC 35 -1997 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.
58
32480
560
Supply and Installation of Hazard Markers using M.S. Angle of size 55X55X6mm and 120 cm high above ground level painted with two coats of black & white stripes of 15cm wide with first quality synthetic enamel paint over one coat of appropriate primer of approved brand, colour, with 30cm X 90cm retro reflective sheeting type III/IV of yellow colour fixed at top over 1.5mm aluminium sheet with standard supports consisting of alternately black and yellow stripes, with black stripes in screen printing sloping downward at an angle of 45degree towards the side of the obstruction on which the traffic is pass and buried in to the ground in a trench of size 30cm X 30cm, and 50cm 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.
4
14056
3514
Supplying & Fixing of Moulded Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No. RW/NH/33023/10-97 – DO III Dt 11.06.1997. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 700 Kgf. Fixing will be by drilling holes on the road for the twin shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer-in-Charge including cost and conveyance of all materials, all labour charges,
104
34944
336
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