Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date
11 Jun 2019Closing Date
25 Jun 2019Tender Amount
₹ 1,08,44,922Costs
EMD
₹ 1,09,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEMAH_77874_2Bid Award Id
ViewTender No
SR 2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation for roadway in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lins, grades and cross-section as per technical Specification Clause 302.3.5
1026
-
60.89
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacing with Vibratory roller to meet requirement of Table 300.2 as per technical Specification Clause 303.1
570
-
331.4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
914.85
-
1896.31
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a Vibratory roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
5700
-
181.02
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5700
-
10.53
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 in a suitable plant, laying and rolling with a Vibratory roller, 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.
5700
-
122.51
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (By Mechanical Means)
5700
-
49.48
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 KM Stones
2
-
2274.6
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)
8
-
684.11
Royalty charges
2236.32
-
141.34
2) SH-249 to Aadgaon Dhaulgaonroad CH 0/00 TO 2/00 KM
-
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,up to lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201
0.8
-
22326.47
Scarifying the existing bituminous road- Scarifying the existing bituminous road surface to a minimum depth of 150 mm All the particles shall be reduced by breaking it to maximum size of 50mm to produce a uniform layer. The surface then shall be compacted with vibratory roller
3800
-
12.04
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacing with Vibratory roller to meet requirement of Table 300.2 as per technical Specification Clause 303.1
570
-
331.4
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller in stages to proper grade and camber, applying and brooming,stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405
931.95
-
1925.69
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a Vibratory roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
5700
-
182.34
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5700
-
10.53
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 in a suitable plant, laying and rolling with a Vibratory roller, 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.
5700
-
123.21
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (By Mechanical Means)
5700
-
49.65
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)
6
-
684.11
Royalty charges
2255.86
-
141.34
3)MDR-27 to Choundi Bahiroba road CH 0/00 TO 0/830 KM
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacing with Vibratory roller to meet requirement of Table 300.2 as per technical Specification Clause 303.1
50.4
-
331.4
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2490
-
12.42
Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a Vibratory roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
2490
-
175.92
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2490
-
10.59
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 in a suitable plant, laying and rolling with a Vibratory roller, 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.
2490
-
120.99
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (By Mechanical Means)
2490
-
49.22
Royalty charges
326.84
-
141.34
4) Lohara to Rewansing Tanda road CH 0/850 to 2/600 KM
-
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacing with Vibratory roller to meet requirement of Table 300.2 as per technical Specification Clause 303.1
56.1
-
331.4
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).
4
-
684.11
Providing and applying tack coat with Bitumen Emulsion RS-1 using pressure distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared Bitumenous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
5100
-
10.56
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 in a suitable plant, laying and rolling with a Vibratory roller, 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.
5100
-
119.45
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, as per Technical Specification Clause 510 (By Mechanical Means)
5100
-
48.85
Royalty charges
193.66
-
141.34
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