Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date19 Apr 2022
Closing Date2 May 2022
Tender Amount₹ 5,67,71,000 
Notes
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Costs

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BOQ Items

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Reworking or Rerolling the scarified bituminous surface suitably after supplementing the base materials with quarry dust and compacting finished surface. etc. complete and as per direction of the Engineer-in-charge.

4755

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25.42

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Loosening the ground upto a level of 300mm below the sub-grade level watered & graded, compacted in layers to meet the requirement of Table 300.1 and 300.2 for sub-grade construction as per Technical Specification Clause 303.5.2

2296.35

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19.76

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per clause202.1of MORD specification for Rural roads & as per direction of the Engineer-in-charge.

-

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-

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RR Stone Masonery in cement Mortar

168.33

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279.81

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Removing of Hume pipe

97.5

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268.48

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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.

1696.59

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28.65

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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3

2195.37

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35.1

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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.

19931.78

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163.82

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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.

15211.16

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18.7

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Providing Construction of granular sub-base Gr-III (Stone Screening)by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge.

3030.12

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1429.4

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Providing, laying, spreading and compacting 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 & camber, applying & brooming, crushable screening to fill up the interstices of coarse aggregate, watering & compacting to the required density as per Clause 405 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in Charge.

-

-

-

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i) Grading -II (Crushabl stone Screenings)

1169.67

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2401.26

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ii) Grading -III (Crushable stone Screenings)

1457.37

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2359.5

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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

19431.61

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48.8

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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

19431.61

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16.61

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 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 suitable hot mix plant, laying and rolling with a Paver finisher and three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat). Mechanical means

19431.61

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166.63

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. Mechanical Means

19431.61

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58.59

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Construction of Panelled cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. and as per direction of the Engineer-in-charge.

326.22

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5596.95

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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.

740.61

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305.89

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Filling in foundation trenches with approved quality of sand as per clause 1108, 305.3.9 & 1200 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer in charge.

36.02

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1067.27

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Providing and laying of Type-B(first class) bedding for laying of Hume Pipe on well compacted moorum or approved granular material as per MORD Technical Specification clause 1105(ii) and as per direction of the engineer-in-charge.

36.94

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492.62

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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.

132.17

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4594.79

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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.

-

-

-

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1000mm Dia.S/R Hume pipe

60

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6854.87

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1000mm Dia. D/R Hume pipe

67.5

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13758.18

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Plain cement concrete (nominal mix 1:2.5:5) M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.

515.29

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4852.84

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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.

140

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174.75

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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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

2

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10292.15

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Providing and fixing of typical PMGSY Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

1

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16905.53

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Providing and fixing of typical PMGSY Maintenance Information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

3

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16905.53

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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.

-

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-

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600 mm Equilateral Triangle

19

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1514.9

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600 mm Circular

5

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1568.08

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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

-

-

-

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5th Kilometer stone (Precast)

1

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3400.26

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Ordinary kilometer stone(Precast)

5

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2054.1

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200 mm Stone(Precast)

24

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626.54

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Construction of RCC Guide Posts of 250mm dia M15 grade cast-in-situ with 20mm nominal size aggregate,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.

60

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870.38

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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 (upto 0.90 square meter size)

12

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1838.16

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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. and as per direction of Engineer-in-charge.

200

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2894.07

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking. for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.

1200.38

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486.76

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Part-B Long Span Bridge

-

-

-

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Earth work in cutting all kinds of soil with initial lead and lift including dressing and leveling the bed and deposite the soil.

3442.08

-

173.25

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Earth work in exacavation of foundation in all kinds of soil within initial llead and lifts includingshoring &shuttering etc complete.

1024.84

-

208.29

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Excavation of founation in laterite rock or any hard rock (other than granite or disintigrated rock) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department

452.42

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1368.37

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Excavation of founation in hard rock (granite) removed by chiselling including dressing and levelling the bed not exceeding 1.5m in depth and depositing the soil within initial lead of 50m and as per specification approved by the Department

150.81

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2078.18

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CC (1:3:6) in foundation & plinth using 4c.m. size h.g. metal including watering & curing etc.

183.49

-

4656.19

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PCC M 15 using 40 m.m. down graded aggregate including all cost , carriage etc complete

-

-

-

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In Foundation

211.46

-

4377.57

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In Sub structure

184.68

-

4480.71

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Construction of RCC railing of M-20 grade in cast-in-situ with 20mm nominal size aggregate,true to line and grade,tolerance of vertical railing post not to exceed 1 in 500 center to center spacing between vertical posts not to exceeding 2000mm as per drawing and Technical Specifications clauses 800,900 and 1208.3.

122.9

-

2303.68

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R.C.C. work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying compl;ete as per direction of Engineer-in-Charge

-

-

-

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Wing Wall

88.51

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12658.52

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Abutments & Piers (In foundation)

309.46

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5416

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Abutments & Piers (Above Bed)

184.1

-

6956.61

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Deck slab

331.96

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8720.47

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Abutment caps

31.24

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8096.99

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Dirt walls

2.48

-

9191.76

16.86

-

9191.76

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R.C.C. work of M-30 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying complete as per direction of Engineer-in-Charge

-

-

-

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Wearing coat

30.21

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5434.18

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Approach slab

19.27

-

5486.99

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Supplying ,fitting and placing uncoated HYSD bar (Fe415) reinforcement complete as per drawing and technical specification.

830.1

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10567.63

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Rough stone dry packing in approns & revements with h.g. stone boulder etc.

289.59

-

1640.34

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Random rubble hard granite stone masonry in clay or sand or gravel gourted in foundationand plinth Per 1 cum

319.14

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2631.15

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600mm thick filtre media in the rear of abutment etc complete

55.9

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1550.61

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Providing weep hole in toe wall etc. complete

53.4

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105.9

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Gravel backing to revetment

62.13

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770.02

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Providing,fixing R.C.C guard post (M20 ) on approach Road using 7.50 kg steel in each guard post etc complete

24

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424.9

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Back filling with granular material including all cost , carraige & royality etc complete

475.42

-

770.02

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Providing , fitting, fixing expansion joints including all cost, carriage etc complete

43.86

-

1120.33

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Providing , fitting, fixing tar papers including all cost, carriage etc complete

42.25

-

14.61

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Providing and laying of a strip seal expansion joint (As per MORTH specification)catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

45

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9134.62

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Finishing walls with water proofing cement paint of approved shade on new work two coat to give an even shade inculding cost of paint.

270.13

-

32.26

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Painting two coat with Enamel paint

262.19

-

135.06

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Clearing and Gurbing road land including up rooting wild vegitation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of such trees cut earlier and disposal of unservicable materials and stacking servicable materialsto be

636.9

-

1.53

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Earth work for road embankment in all kinds of good soil with 5 extra lead and initial lift including compacting and watering upto OMC rolling, earthwork with PEE in layers,complete in all respects as per specification & direction of the

8373.45

-

163.82

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Providing Construction of granular sub-base Gr-III (Stone Screening)by providing well graded material, spereading in uniform layers with tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MORD Technical Specification clause 401 and as per direction of Engineer in Charge.

96.73

-

1429.4

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Providing laying spreding and compacting stone agregates of specific sizes to Water Bound Macadam specification including spreding in uniform thickness hand packing, rolling with 80-100KN roller in stages to proper grade & camber, applying & brooming, sto

-

-

-

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i) Grading -II (Crushable stone Screenings)

29.85

-

2401.26

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ii) Grading -III (Crushable stone Screenings)

29.85

-

2359.5

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Providing and applying primer coat with bitumen Emulsion [SS-1] on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

398.06

-

48.8

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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 0.25 to 0.30 kg /sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per clause 503 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

398.06

-

16.61

... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using S-65 penetration grade bitumen @ 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 suitable hot mix plant, laying and rolling with a Paver finisher and three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type B as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge (Excluding cost of Seal Coat). Mechanical means

398.06

-

166.63

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 of MORD with bitumen Emulsion SS-1 laid by manual means and as per direction of Engineer-in-Charge. Mechanical Means

398.06

-

58.59

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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical speci

212.3

-

18.7

... More
Filling sand in foundation in trenches as per drawing and technical specification with all cost conveyance of all materials

18

-

740.68

... More
Providing Cement Concrete M-15 using 40 mm & Down hard granite metal of approved quality including cost cnveyance of all materials.

-

-

-

... More
In Open Foundation

18

-

4218.5

... More
In Sub-Structure

184.5

-

4321.64

... More
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with all cost conveyance and labour required for the work

32

-

105.9

... More
Providing rough stone dry packing in approns and revetments to design thickness and slope using 30cm and above size hard broken granite stone of approved quality free from weathering skin and from approved quarry including filling the interstices with small stones, spalls etc with cost,conveyance and with all leads and lifts royalities and taxes of all materials and labour, T&P etc. complete in all respect. (The weight of each stosne shall not be less than 70 kg)

144

-

1640.34

... More
Reinforced cement concrete M-15 Grade BOUNDARY PILLAR of standard design as per IRC-25-1967 ,Fixing in position including finishing and lettering but excluding painting etc completefor the work as directed by the Engineer-in-Charge.

20

-

424.9

... More
Providing and fixing typical informatory sign board with Logo as per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded 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 enamelled on both sides.Lettering and printing arrows, boarder 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

2

-

9523.5

... More
Providing and fixing of semi-reflective cautionary,mandatiry and informatory sign boards as per IRC:67 made of 1.5mm thick M.S.sheet duly stove in white colour in front and grey colour on back with red reflective boarder of 65 mm width and required message, letters,figures with reflective engineering grade tape as per Clause 1701.3.9 MORD for rural roads of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701.2.2

-

-

-

... More
(a) 90 cm equilateral triangle

2

-

2034.06

... More
(b) 60 cm circular

2

-

1997.99

... More
Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing

2

-

3153

... More
PART-II (MAINTANCE) Routine Maintenance after completion of costruction of Road work

-

-

-

... More
Routine Maintenance after completion of construction works for 1 st year

6

-

51830.43

... More
Routine Maintenance after completion of construction works for 2 nd year

6

-

62193.52

... More
Routine Maintenance after completion of construction works for 3 rd year

6

-

72562.6

... More
Routine Maintenance after completion of construction works for 4 th year

6

-

82928.69

... More
Routine Maintenance after completion of construction works for 5 th year

6

-

93294.77



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