Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date2 Jul 2021
Closing Date13 Jul 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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2.79

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12695

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Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

10666.52

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2808.33

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1

13474.85

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107

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Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

3031.56

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

790.06

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1

3821.63

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1207

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Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

1877.34

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

476.72

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1

2354.06

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1351

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Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @7.50 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

8343.75

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2118.75

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1

10462.5

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30.15

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Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

8343.75

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2118.75

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1

10462.5

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12.08

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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder using plastic waste Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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 of aggregate and plastic waste cuting in a hotmix 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 MoRD Specification Clause 508. case II By mechanical means.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

8343.75

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2118.75

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1

10462.5

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119

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Providing and applying Premixed Seal Coat type “B” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti-stripping compound, wherever required) in mini hot mix plant 6-10 TPH, and laying with paver finisher and rolling with power roller 8-10 tonne, including all lead of mix Material (MoRTH specification : clause 511). Bitumen VG30 grade

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

8343.75

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2118.75

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1

10462.5

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37

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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast)

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

3

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2

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1

5

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1762

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Kilometre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Hectometer stone (precast)

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

10

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

3

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1

13

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512

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Direction and Place Identification Signs upto 0.9 sqm Size Board. 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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

4.32

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2.16

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1

6.48

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4019

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Providing and Erecting typical Citizens Information Board as per approved drawing & specification of MoRD, made of two MS Sheet of 1.6 mm thick each of size 900 mm × 750 mm stiffened by angle iron 25 mm ×25 mm × 3 mm all around the plate and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet (vertical post 3050 m with angle holdfasts and horizontal member 900 mm) to be joined by 5 mm thick MS plate at 12 places (65 × 50 mm) duly embedded in cement concrete M-15 grade of block of 600 mm × 600 mm × 750 mm size below ground level as per enclosed drawings & as directed by Engineering - In-Charge. All MS will be stove enameled on both side, Lettering, figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MoRD specification.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

2

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

2

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1

4

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9492

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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 300 mm dia

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

90

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

30

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1

120

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764

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Earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical Earth in excavation for foundation of specification. [MoRTH Specification : Clause 304]. In ordinary soil [MoRTH Specification : clause 301] BY MANUAL MEANS Depth upto 3m

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

150.64

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

77.35

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1

227.99

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114

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Providing & laying mechanically mixed and vibrated Cement Concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [MoRTH Specification : Clause 1000/1700]. (a) Cement concrete 1:3:6 mix with crushed stone aggregate 20 mm nominal size.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

42.12

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

30.03

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1

72.15

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3429

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Providing and laying Plain Cement Concrete M-15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level.

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

122

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

82.34

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1

204.34

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4007

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Providing and laying Reinforced cement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900). 1000 mm dia

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mefj;k ls cksj[ksMh viVw e/;izns'k lhek rd fdeh 0@0 ls 2@300

30

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1

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

7.5

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1

37.5

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4851

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Plain Cement Concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (MoRTH specification clause : 2100)

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

5.67

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1

5.67

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3314

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Provinding and laying of paver block as per IS 15658 : 2006 (Indian standerd for Precast concrete block for Paving -specification) and IRC :SP:63-2004(guidelines for the use of interlocking concrete blockPavement) (from BIS approved manufactrers M-40,80mm thick to be used in medium-traffic (Medium trafficis defind as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight , or an equivalent of 0.5 to 2.0 MSA for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. Category 'B' denated only two side like I,Z,T shape etc. as per IRC SP 63:2004

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nsox ls xqjkfM;k viVw e/;izns'k lhek rd fdeh 0@0 ls 0@700

187.5

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1

187.5

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827



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