Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Civil And Construction

Road Construction

Raipur, Chhattisgarh

Opening Date31 Jul 2023

Closing Date10 Aug 2023

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Costs

EMD
₹ 4,08,000
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Refer Documents
Tender Fee
Refer Documents

Description

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Contact

Tender Id
143022
Bid Award Id
View
Tender No
143022
Tender Authority
Department Of Rural Development And Panchayats View
Purchaser Address
-
Website
http://eproc.cgstate.gov.in

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Documents

Tender Notice-11.8 MB101628058230938398...1016280582309383981_143022_Tender Document NIT 906 Final.pdf

BOQ-169.1 kB174658908949157448...1746589089491574480_143022_BOQ CG16-M-37.xls

Document-2138.9 kB127850719455712143...1278507194557121433_80616_Guidelines to Bidders.pdf

Document-134.0 kBTender_Detail_1430...Tender_Detail_143022.html

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BOQ Items

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Amount -

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Maintenance of shoulder (filling with fresh selected material)

Quantity-

Rate-

Amount -

Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903

Quantity4593.75

Rate169968

Amount 37

Maintenance of shoulder (stripping of excess material)

Quantity-

Rate-

Amount -

Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

Quantity656.25

Rate13125

Amount 20

Surface drain 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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

Quantity-

Rate-

Amount 63

Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

Quantity-

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Amount -

Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

Quantity-

Rate-

Amount 650

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)

Quantity-

Rate-

Amount 180

Construction of hard shoulder as per technical specification clause 407:---Construction of hard shoulder with selected granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achi

Quantity-

Rate-

Amount 358

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but including excavation, protection works, backfilling, concrete and masonry 7.6 (A ) Field Crossing -600 mm Dia.

Quantity10

Rate29280

Amount 2928

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

Quantity-

Rate-

Amount 414

Earthwork in excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides

Quantity334.2

Rate84552

Amount 253

Excation for suructures (Earth woek in excavation of foundation of structures as per drawing and technical specification, including setting out construction of shoring and bracing, removal of stumps and other deleterious matter dressing of sides and bottom and backfilling with approved material II Ordinary Rock ( Not Required Blasting ) ( i ) Up to 3.0 m depth

Quantity-

Rate-

Amount 316

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

Quantity-

Rate-

Amount 911

P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211 (ii) Nominal mix (1:2.5:5)

Quantity96

Rate358176

Amount 3731

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Quantity-

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Amount -

I.PCC grade M15 ( Nominal Mix 1:2.5:5 )

Quantity288

Rate1108224

Amount 3848

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 ii-RCC grade M 25

Quantity-

Rate-

Amount 5223

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.

Quantity-

Rate-

Amount 4632

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

Quantity-

Rate-

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

Quantity100

Rate23900

Amount 239

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

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Amount -

Granular Material

Quantity-

Rate-

Amount 732

Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906.

Quantity567.45

Rate120299

Amount 212

Scarifying Existing Granular bituminous Surface to a Depth of 100 mm

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Amount -

Scarifying existing granular/bituminous surface upto 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.

Quantity-

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Amount 15

Wet Mix Macadam

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Amount -

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-

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Amount 1478

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity-

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Amount 16

Prime coat1 with 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 Tech

Quantity567.45

Rate24400

Amount 43

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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity5302.5

Rate68932

Amount 13

Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508

Quantity1243.95

Rate151761

Amount 122

Bituminous Macadam

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Amount -

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 achieve the desired compaction as per Technical Specification Clause 504.

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Amount -

Bitumen ( S-65 ) VG-30

Quantity-

Rate-

Amount 7593

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion 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 to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006

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Amount -

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 - By Mechanical Means

Quantity5302.5

Rate291637

Amount 55

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

Quantity-

Rate-

Amount 9091

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.)

Quantity210

Rate126840

Amount 604

Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification of semi reflective sign boards as per IRC-67 made of 2mm thick M.S. sheet duly stove enamedled paint white colour in front and grey colour on back with reflective border of 70 mm width and required massage, 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 47mm of 12 swg suare tube of 3050 mm height duly strengthned by 25mm x 5mm 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 450mm x 600mm, 600 mm below ground level as per approved drawing and technical specification clause 1701.

Quantity2.16

Rate10214

Amount 4729

Providing and fixing LOGO BOARD as per MORD specification

Quantity1

Rate6626

Amount 6626

(B) 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

Quantity2

Rate27498

Amount 13749

Providing and fixing 'Citizen Information Board' of PMGSY Project

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Amount -

(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

Quantity1

Rate14015

Amount 14015

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

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Amount -

5th Kilometre Stone (precast)

Quantity-

Rate-

Amount 3700

Ordinary Kilometer Stone (Precast) Rd 1000 , 2000

Quantity3

Rate6582

Amount 2194

200 m stone (precast)

Quantity7

Rate3241

Amount 463

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704( LHS)

Quantity60

Rate31020

Amount 517

Maintenance of Culverts Slab type Maintenance of Slab type Culverts by way of clearing, Cleaning,Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908.

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Amount -

Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908

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Amount -

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915.

Quantity48

Rate816

Amount 17

Maintenance of Road for Ist Year after Construction

Quantity1.75

Rate41219

Amount 23554

Maintenance of Road for IInd Year after Construction

Quantity1.75

Rate82997

Amount 47427

Maintenance of Road for IIIrd Year after Construction

Quantity1.75

Rate102166

Amount 58381

Maintenance of Road for IVth Year after Construction

Quantity1.75

Rate120786

Amount 69021

Maintenance of Road for Vth Year after Construction

Quantity1.75

Rate139676

Amount 79815

Cost With Maintenance

Quantity-

Rate3832379

Amount -

Add 18% GST

Quantity-

Rate689828

Amount -

Total Cost Of Road With Maintenanance i/c GST

Quantity-

Rate4522207

Amount -

Sub Engineer

Quantity-

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Amount -

PIU CGRRDA

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Surajpur

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Amount -

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