Public Works Department Tender
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Costs
EMD
₹ 4,39,020Document Cost
₹ 2,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2020_CEPWD_185681_3Bid Award Id
ViewTender No
NIT01_2020_21_SE_PWD_C_DPRTender Authority
Public Works Department ViewPurchaser Address
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Documents
NIT 01_2020_21_Superintending_Engineer_PWD Circle Dungarpur
BOQ Items
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
0.68
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17206
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Earthwork in excavation in ordinary rock, including stacking / disposal of surplus Material exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs.
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
5940
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34
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
3240
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34
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A/R TO MAJHOLA 0/0 to 2/550
2754
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34
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Making up loss of Material/irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment. (Maintenance of Earthen shoulder with filling fresh soil) with average depth of 150mm. (MoRTH specification : Clause 3003)
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
9900
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27
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A/R Bhatra, Ch.- 1/0 to 2/500
4500
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27
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A/R to Sulai, Ch.- 0/0 to 1/0
3000
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27
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
10200
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27
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
7200
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27
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A/R TO MAJHOLA 0/0 to 2/550
5610
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27
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Scarifying, including picking up scarified Material and stacking of old serviceable Material within a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Top bituminous surface of surface dressing or SDBC or premix carpet with all lift and lead upto 1000m for reusable Materials.
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
4028.47
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7.9
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A/R Bhatra, Ch.- 1/0 to 2/500
2150.33
-
7.9
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A/R to Sulai, Ch.- 0/0 to 1/0
1433.55
-
7.9
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
4874.07
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7.9
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
6298.47
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7.9
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A/R TO MAJHOLA 0/0 to 2/550
6294.34
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7.9
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Providing, laying and spreading of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per MoRTH Specification : clause No. 401.Grading-III
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
618.75
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361
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
337.5
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361
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A/R TO MAJHOLA 0/0 to 2/550
286.88
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361
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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 By mechanical means with all lead and Lift
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
2208.94
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1036
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A/R Bhatra, Ch.- 1/0 to 2/500
670.78
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1036
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A/R to Sulai, Ch.- 0/0 to 1/0
450
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1036
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
1530
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1036
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
1204.88
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1036
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A/R TO MAJHOLA 0/0 to 2/550
1024.14
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1036
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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 @6 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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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
21037.5
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23
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A/R Bhatra, Ch.- 1/0 to 2/500
5737.5
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23
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A/R to Sulai, Ch.- 0/0 to 1/0
3825
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23
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
13005
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23
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
11475
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23
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A/R TO MAJHOLA 0/0 to 2/550
9753.75
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23
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer’s specifications @0.2 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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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
21037.5
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7.2
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A/R Bhatra, Ch.- 1/0 to 2/500
5737.5
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7.2
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A/R to Sulai, Ch.- 0/0 to 1/0
3825
-
7.2
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
13005
-
7.2
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
11475
-
7.2
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A/R TO MAJHOLA 0/0 to 2/550
9753.75
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7.2
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20 mm thick Open Graded Premix Carpet Using Bitumens (Viscosity 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 cutting 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. Waste (Bitumen VG-30) by (mechnical meance) Waste Plastic @ 8% of bitumen.
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
21037.5
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126
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A/R Bhatra, Ch.- 1/0 to 2/500
5737.5
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126
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A/R to Sulai, Ch.- 0/0 to 1/0
3825
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126
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
13005
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126
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
11475
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126
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A/R TO MAJHOLA 0/0 to 2/550
9753.75
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126
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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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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
21037.5
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29
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A/R Bhatra, Ch.- 1/0 to 2/500
5737.5
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29
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A/R to Sulai, Ch.- 0/0 to 1/0
3825
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29
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
13005
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29
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
11475
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29
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A/R TO MAJHOLA 0/0 to 2/550
9753.75
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29
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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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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
6
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1330
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A/R Bhatra, Ch.- 1/0 to 2/500
2
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1330
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A/R to Sulai, Ch.- 0/0 to 1/0
1
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1330
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
3
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1330
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
3
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1330
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A/R TO MAJHOLA 0/0 to 2/550
3
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1330
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Hectometer stone (precast)
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
11
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373
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A/R Bhatra, Ch.- 1/0 to 2/500
3
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373
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A/R to Sulai, Ch.- 0/0 to 1/0
2
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373
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
14
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373
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
3
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373
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A/R TO MAJHOLA 0/0 to 2/550
3
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373
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Boundary pillar
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
54
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341
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A/R Bhatra, Ch.- 1/0 to 2/500
12
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341
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A/R to Sulai, Ch.- 0/0 to 1/0
6
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341
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
27
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341
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
28
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341
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A/R TO MAJHOLA 0/0 to 2/550
32
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341
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Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & Type XI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 90 cm Triangle. Size 90 cms. Triangle
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
6
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3447
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A/R Bhatra, Ch.- 1/0 to 2/500
2
-
3447
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A/R to Sulai, Ch.- 0/0 to 1/0
1
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3447
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
3
-
3447
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
3
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3447
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A/R TO MAJHOLA 0/0 to 2/550
3
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3447
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Providing and Fixing of Retro Reflectorised 600 x 800 mm Facility sign boards made out of retro reflective sheeting of micro prismatic grade conforming to IRC-67: 2012 & TypeXI standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al / 4mm thick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X 60 cm , 60 cm below ground level as per approved drawing. 10 years Warranty for Retro Reflective Sheeting from the original sheeting manufacturer & a certified copy of three years outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. (This shall be used only for N.H, S.H & M.S.H Roads). Regulatory sign boards of 60 x 80 cm Rectangle. Size 60 x 80 cms. Rectangle
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
2
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4249
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A/R Bhatra, Ch.- 1/0 to 2/500
1
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4249
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A/R to Sulai, Ch.- 0/0 to 1/0
1
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4249
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
1
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4249
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
2
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4249
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A/R TO MAJHOLA 0/0 to 2/550
2
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4249
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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
80 mm x 60 mm rectangular
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
1
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1986
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A/R Bhatra, Ch.- 1/0 to 2/500
2
-
1986
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A/R to Sulai, Ch.- 0/0 to 1/0
1
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1986
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
3
-
1986
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A/R TO GUMANPURA, Ch.- 0/0 to 3/0
1
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1986
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A/R TO MAJHOLA 0/0 to 2/550
1
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1986
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising 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.
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-
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A/R Bhatra, Ch.- 1/0 to 2/500
45
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408
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A/R to Sulai, Ch.- 0/0 to 1/0
26
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408
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Ransagar Mode to Sidri Kherwara, Ch.- 0/0 to 3/400
110
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408
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Part CD Work 1000 mm dia. 1 Row - Pipe Culvert
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 MECHANICAL MEANS Depth upto 3m
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
41.84
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57
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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]. (b) Cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken.
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
4.55
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2715
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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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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
36.43
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2842
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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).
1000mm dia
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-
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
7.5
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4338
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Providing and laying Plain Cement Concrete M-15 Mix with stone aggregate 20mm nominal size mechanically mixed and vibrated, in superstructure upto 4 meter above 1.50 m level from ground/bed level. [MoRTH Specification : Clause 1000/1700]
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A/R TO LOLAKPUR, Ch.- 0/0 to 5/500
0.42
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3500
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