Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Gariaband, Chhattisgarh

Opening Date7 Feb 2020

Closing Date25 Feb 2020

Tender Amount₹ 10,79,87,000

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₹ 21,60,000
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Tender Id
60905
Bid Award Id
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Tender No
60905
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-12.1 MB542200694969208018...5422006949692080180_60905_Tender Document NIT PMGSY-III NIT 494.pdf

Document-2138.9 kB505923768972046742...5059237689720467425_59582_Guidelines to Bidders.pdf

Document-179.9 kB187270964435909391...1872709644359093914_60905_CG 23-163.xlsx

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BOQ Items

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Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of 50 m as per Technical Specification Clause 307. From Ch 4400m to 4650m

Quantity300

Rate18900

Amount 63

Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Earth Work Summary Sheet (B)

Quantity935.09

Rate60780

Amount 65

Construction of Embankment with Material Obtained from Roadway Cutting (i) Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Quantity985.58

Rate54206

Amount 55

Construction of Embankment with Material Obtained from Pits Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) Earth Work Summary Sheet (H)

Quantity9763.81

Rate1718430

Amount 176

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. Besides W.M.M.

Quantity4720.25

Rate944050

Amount 200

Wet Mix Macadam 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 smooth wheel roller of 80 to 100kN 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.

Quantity-

Rate-

Amount 1478

WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Quantity229.09

Rate346613

Amount 1513

Prime Coat (Low Porosity) 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

Quantity3054.85

Rate131358

Amount 43

Tack Coat 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.

Quantity45906.74

Rate596787

Amount 13

Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to Bitumen(S-65) VG-30

Quantity2295.34

Rate17428510

Amount 7593

20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification

Quantity45906.74

Rate5876062

Amount 128

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (I) Bitumen (II) Bitumen (VG-30)

Quantity45906.74

Rate1973989

Amount 43

open-Graded premix carpet 20 mm thick using Bituminous Binder (Cationic Bitumen Emulsion/cold mix binder tailor made, complying with IS:8887) Providing, laying and rolling open graded premix carpet of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to requires line, grade and level to serve as wearing course on a previously prepared base, including mixing a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of Type A or Type B or Type C as per Technical Specification clause 508 MORD

Quantity-

Rate-

Amount 175

Seal Coat Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B or Type C as per Technical Specification clause 508 MORD( Using Three wheel 80-100KN static roller) Note: Since Seal Coat is provided immediately over the bituminous layers, hydraulic broom for cleaning has not been cateredCase - Case- III Type C Bitumen Emulsion (Cold Mix Binder Tailor Made) Complaying with IS 8887

Quantity-

Rate-

Amount 66

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity-

Rate-

Amount 9091

Semi-Reflective Traffic signs upto 0.90 sqm Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity20.88

Rate98741

Amount 4729

Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Quantity8.64

Rate40322

Amount 4667

Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

Quantity7

Rate46382

Amount 6626

Providing and Fixing Informtory and Logo Board of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Quantity1

Rate13749

Amount 13749

Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back

Quantity2

Rate28030

Amount 14015

Kilometre Stones & Boundary Pillar 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

Quantity-

Rate-

Amount -

5th Kilometre Stone (precast)

Quantity3

Rate11100

Amount 3700

Ordinary Kilometer Stone (Precast)

Quantity10

Rate21940

Amount 2194

200 m stone (precast)

Quantity48

Rate22224

Amount 463

Guard Stone Reinforced cement concrete M15 grade guard stone of size 200mmx200mmx800mm, fixeing in position including painting and printing etc. as per drawing and Technical Specification and as per direction of Engineer in charge

Quantity156

Rate73632

Amount 472

Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

Quantity239

Rate144356

Amount 604

Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(A) 600mm Dia.

Quantity80

Rate234240

Amount 2928

Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .(D) 300 mm Dia.

Quantity10

Rate11290

Amount 1129

Excavation for Structure 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. For Toe WallCH 650m to 725m ONE Side

Quantity394.95

Rate99921

Amount 253

Excavation for Structure 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. (II) Ordinary rock (not requiring blasting) i. Upto 3 m depth

Quantity56.71

Rate17920

Amount 316

Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications (A)For 7.50 M Formation Width

Quantity10

Rate225470

Amount 22547

Painting on Concrete/Steel Surfaces with Epoxy Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Quantity1095.12

Rate114987

Amount 105

Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means (B) Cement Concrete

Quantity28.08

Rate11625

Amount 414

Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. (c) Reinforced Cement Concrete

Quantity1.9

Rate1981

Amount 1045

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia

Quantity75

Rate12300

Amount 164

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia

Quantity15

Rate3330

Amount 222

Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling

Quantity37

Rate33707

Amount 911

Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6)

Quantity8.13

Rate29650

Amount 3648

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5)

Quantity240.81

Rate898462

Amount 3731

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5)

Quantity228.54

Rate879429

Amount 3848

Speed BrakerA) For 7.50 M Formation Width Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications.

Quantity-

Rate-

Amount 22547

Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

Quantity-

Rate-

Amount 70

Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge.

Quantity-

Rate-

Amount 3811

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III. R.C.C grade M 20

Quantity-

Rate-

Amount 4526

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Quantity-

Rate-

Amount 53623

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 R.C.C grade M 20

Quantity4.26

Rate20810

Amount 4885

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25 (Design mix)

Quantity31.15

Rate162696

Amount 5223

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity3.8

Rate207382

Amount 54560

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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

Quantity34

Rate8126

Amount 239

Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications

Quantity30

Rate9240

Amount 308

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity6

Rate9066

Amount 1511

Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (B) 1000 mm dia

Quantity15

Rate69480

Amount 4632

Bedding for Causeway/Pipes Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

Quantity4.25

Rate3869

Amount 911

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Quantity124.21

Rate90921

Amount 732

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II) sandy material

Quantity55.78

Rate63868

Amount 1145

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder

Quantity16.68

Rate24019

Amount 1440

Total costruction Cost

Quantity-

Rate33115845

Amount -

12% GST

Quantity-

Rate3973901

Amount -

Total costruction Cost with GST

Quantity-

Rate37089746

Amount -

5 Year Maitenance

Quantity-

Rate-

Amount -

Maintenance for 1st Year

Quantity11.95

Rate358500

Amount 30000

Maintenance for 2nd Year

Quantity11.95

Rate478000

Amount 40000

Maintenance for 3rd Year

Quantity11.95

Rate836500

Amount 70000

Maintenance for 4th Year

Quantity11.95

Rate1314500

Amount 110000

Maintenance for 5th Year

Quantity11.95

Rate1792500

Amount 150000

TOTALMaintenance cost

Quantity-

Rate4780000

Amount -

12 % GST

Quantity-

Rate573600

Amount -

TOTALMaintenance cost with GST

Quantity-

Rate5353600

Amount -

G Total

Quantity-

Rate42443346

Amount -

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