Department Of Rural Development And Panchayats Tender

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Department Of Rural Development And Panchayats Tender

Kanker, Chhattisgarh

Opening Date21 Aug 2019

Closing Date29 Aug 2019

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₹ 2,94,000
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Tender Id
55026
Bid Award Id
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Tender No
55026
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 MB659247590803297708...6592475908032977082_55026_Tender Document NIT 160 Kanker (1).pdf

BOQ-135.2 kB688894676532276920...6888946765322769200_55026_BOQ- T-06 TO SULNGI.xlsx

Document-1138.9 kB878332945182347628...8783329451823476280_29074_Guidelines to Bidders.pdf

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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. Earth Work Summary Sheet (C)

Quantity2400

Rate182400

Amount 76

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)

Quantity582.25

Rate45415

Amount 78

Construction of Embankment with Material Obtained from Roadway Cutting 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)

Quantity1908.95

Rate125990

Amount 66

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 (J)

Quantity10551.64

Rate2226395

Amount 211

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more 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. Besides G.S.B.

Quantity988.38

Rate213490

Amount 216

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.B.M.

Quantity958.43

Rate230023

Amount 240

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

Quantity-

Rate-

Amount 780

Cement Treated Soil Sub-Base/Base Providing, laying and spreading soil on a prepared sub-grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. The quantity of cement will be decided by mix design to fulfill the requirement of sub-base or base. The written approval of the mix design by the superintending engineer is compulsory for this item.

Quantity3564.43

Rate2498665

Amount 701

Cement Treated Soil Sub-Base/Base Providing, laying and spreading soil on a prepared sub-grade, pulverizing, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404. The quantity of cement will be decided by mix design to fulfill the requirement of sub-base or base. The written approval of the mix design by the superintending engineer is compulsory for this item.

Quantity696.97

Rate488575

Amount 701

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 1816

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

Quantity9292.92

Rate483232

Amount 52

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.

Quantity9322.32

Rate149157

Amount 16

Surface Dressing using BitumenSurface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Case – I: Nominal chipping size 13.2 mm (II) Bitumen (VG-30)

Quantity9322.32

Rate680529

Amount 73

Surface Dressing using BitumenSurface Dressing using Bituminous (Penetrations grade / modified bitumen) Binder Case – I: Nominal chipping size 13.2 mm (II) Bitumen (VG-30)

Quantity9322.32

Rate605951

Amount 65

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.

Quantity19.95

Rate91231

Amount 4573

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

Quantity5.4

Rate30645

Amount 5675

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

Quantity3.24

Rate18144

Amount 5600

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

Quantity2

Rate15902

Amount 7951

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

Rate16499

Amount 16499

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

Quantity1

Rate16818

Amount 16818

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 5th Kilometre Stone (precast)

Quantity-

Rate-

Amount 4440

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 Ordinary Kilometer Stone (Precast)

Quantity5

Rate13165

Amount 2633

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 200 m stone (precast)

Quantity12

Rate6672

Amount 556

Boundary Pillar 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

Quantity30

Rate18600

Amount 620

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (12 MM)

Quantity0.17

Rate10999

Amount 65472

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) 600 mm Dia.

Quantity60

Rate210840

Amount 3514

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.

Quantity30

Rate40650

Amount 1355

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 side

Quantity475.1

Rate144428

Amount 304

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10

Quantity26.32

Rate115211

Amount 4378

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

Quantity476.57

Rate2080687

Amount 4366

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)

Quantity90.72

Rate418944

Amount 4618

Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Quantity10.6

Rate62137

Amount 5862

Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. grade M 25 (Design Mix)

Quantity12.47

Rate78161

Amount 6268

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

Quantity1.42

Rate94982

Amount 66856

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

Quantity30

Rate8610

Amount 287

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

Quantity36

Rate13320

Amount 370

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 (B) 1000 mm dia

Quantity45

Rate250110

Amount 5558

Drainage spouts complete as per drawing and technical specifications Clause 1209

Quantity6

Rate10878

Amount 1813

Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5)

Quantity3.66

Rate15869

Amount 4336

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

Quantity93.54

Rate82128

Amount 878

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

Quantity-

Rate-

Amount 1374

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

Quantity-

Rate-

Amount 1728

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

Quantity-

Rate-

Amount 4378

Speed Braker 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. B For 6.00 M Formation Width

Quantity-

Rate-

Amount 20584

Sub Total :-

Quantity-

Rate11911973

Amount -

Add 12% GST

Quantity-

Rate1429436

Amount -

Total Constructtion amount + GST :-

Quantity-

Rate13341410

Amount -

Maintenance

Quantity-

Rate-

Amount -

1st Year @ 30000 Rs/KM

Quantity2

Rate90000

Amount 30000

2nd Year @ 40000 Rs/KM

Quantity2

Rate120000

Amount 40000

3rd Year @ 70000 Rs/KM

Quantity2

Rate210000

Amount 70000

4th Year @ 110000 Rs/KM

Quantity2

Rate330000

Amount 110000

5th Year @ 150000 Rs/KM

Quantity2

Rate450000

Amount 150000

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