Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil Works Roads

Gariaband, Chhattisgarh

Opening Date24 Jun 2020

Closing Date1 Jul 2020

Tender Amount₹ 18,70,68,000

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Costs

EMD
₹ 37,41,000
Document Cost
Refer Documents
Tender Fee
₹ 10,000

Description

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Tender Id
65480
Bid Award Id
View
Tender No
65480
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://https://pnrd.assam.gov.in/

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Documents

Tender Notice-1981.4 kB799436859821720589...7994368598217205899_65480_Tender Document NIT PMGSY-III NIT 537.pdf

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

Document-181.5 kB860995044648097251...8609950446480972513_65480_CG 23-161.xlsx

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BOQ Items

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Preparation of Foundation for Embankment Scarifying the existing bituminous/ Granular road surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Quantity49603.8

Rate744057

Amount 15

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 7500m to 7800m & CH 10100 to 10600m

Quantity3000

Rate189000

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)

Quantity14882.06

Rate967333

Amount 65

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 Earth Work Summary Sheet (H)

Quantity14113.86

Rate776262

Amount 55

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)

Quantity28213.6

Rate4965592

Amount 176

Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) 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.For Item No.3.12(a) & (b)

Quantity10760.1

Rate1936818

Amount 180

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.

Quantity21754.1

Rate4350820

Amount 200

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Smooth wiheel rollers to achieve the desired density, complete as per Technical Specification Clause 401. CBR20 (iii) For Grading III Material

Quantity4852.56

Rate3154164

Amount 650

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.

Quantity-

Rate-

Amount 1513

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.

Quantity15948.98

Rate23572592

Amount 1478

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

Quantity91552.57

Rate3936760

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.

Quantity91552.57

Rate1190183

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

Quantity4577.63

Rate34757944

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 Bitumen (VG-30)

Quantity76427.57

Rate9782728

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 Case - II : Type B (II) Bitumen

Quantity76133.69

Rate3273748

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

Quantity15125

Rate2646875

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 catered Case-III Type C Bitumen Emulsion (Cold Mix Binder Tailor Made) Complying with IS: 8887 From Ch 11200m to 13200m

Quantity15125

Rate998250

Amount 66

Providing Concrete for plain/reinforced conctrete in open foundation complete as per drawing and technical specifications Clause 802, 803, 1202 & 1203 II) PCC Grade M15 Nominal mix (1:2.5:5)

Quantity615.6

Rate2296803

Amount 3731

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3Chainage 2930 TO 3080 m , 3435 TO 3835 m , 5570 TO 5800 m , 6190 TO 6450 m , 6575 TO 6950 m & 9450 TO 9870 In CC Portion

Quantity724.5

Rate6586429

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

Quantity62.64

Rate296224

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

Quantity15.12

Rate70565

Amount 4667

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

Quantity10

Rate66260

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

Quantity3

Rate42045

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)

Quantity4

Rate14800

Amount 3700

Ordinary Kilometer Stone (Precast)

Quantity15

Rate32910

Amount 2194

200 m stone (precast)

Quantity72

Rate33336

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

Quantity560

Rate264320

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.)

Quantity330.69

Rate199736

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.

Quantity390

Rate1141920

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.

Quantity60

Rate67740

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 Wall CH 10400m to 10525m & 12100m to 12150m Both Side

Quantity1147.32

Rate290271

Amount 253

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

Quantity93.66

Rate134870

Amount 1440

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)

Quantity18

Rate65664

Amount 3648

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

Quantity550.22

Rate2117242

Amount 3848

Speed Braker (For 7.5 Mt Formation Width (3.5 carriage way 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

Speed Braker (For 9.0 Mt Formation Width (5.50 carriage way 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.

Quantity15

Rate401250

Amount 26750

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

Quantity1389.96

Rate145945

Amount 105

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

Quantity729

Rate51030

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.

Quantity437.4

Rate1666931

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

Quantity19.44

Rate87985

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

Quantity1.94

Rate104028

Amount 53623

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

Quantity149.76

Rate62000

Amount 414

Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of stone masnory disposal unserviceable material & stacking the serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means

Quantity118.4

Rate29600

Amount 250

Removing all type of hume pipe & stacking within a lead of 1000m includiung earth work & dismentaling of masnory work as per technical specification Clause 202

Quantity-

Rate-

Amount -

Upto 600 mm dia Hume Pipe

Quantity-

Rate-

Amount 164

Above 600mm to 900mm dia

Quantity7.5

Rate1665

Amount 222

Above 900mm dia Hume pipe

Quantity97.5

Rate37050

Amount 380

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I.P.C.C grade M 10 (Nominal mix 1:3:6)

Quantity40.13

Rate146401

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)

Quantity318.94

Rate1189965

Amount 3731

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

Quantity90

Rate416880

Amount 4632

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

Quantity19.12

Rate17414

Amount 911

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

Quantity64.41

Rate58677

Amount 911

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

Quantity251.01

Rate287406

Amount 1145

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

Quantity-

Rate-

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)

Quantity32

Rate167136

Amount 5223

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

Quantity2.16

Rate118067

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

Quantity64

Rate15296

Amount 239

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

Quantity72

Rate22176

Amount 308

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity8

Rate12088

Amount 1511

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

Quantity100.68

Rate73697

Amount 732

GST @ 12%

Quantity-

Rate13993278

Amount -

Total Construction cost with GST

Quantity-

Rate130603929

Amount -

5 YEAR MANTAINANCE

Quantity-

Rate-

Amount -

Total Miantenance cost

Quantity-

Rate8190000

Amount -

GST @ 12%

Quantity-

Rate982800

Amount -

Total Miantenance cost with GST

Quantity-

Rate9172800

Amount -

G-Total

Quantity-

Rate139776729

Amount -

Say in

Quantity-

Rate-

Amount 1397.77

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