Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 2,25,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_SQCEO_134539_1Bid Award Id
ViewTender No
DNIT/02/EO/TRRDA/DLP/2024-25Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Maintenance of Earthen shoulder (filling with fresh selected soil)
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-
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Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903.
1687.5
74925
44.4
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Maintenance of Earthen shoulder (Stripping of excess soil)
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-
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification Clause 1903.
8595
162446
18.9
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Maintenance of Drains
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The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907.
3335
16008
4.8
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Maintenance of Road Signs
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-
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Maintenance of road signs by way of cleaning and repainting of mandatory/ regulatory / cautionary / informatory and place identification sign board as per drawings and technical specification Clause 1910
7.18
23241
3239.1
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Maintenance of Steel and RCC Railing
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-
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Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical Specification Clause 1911
54
147528
2732
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Maintenance of 200 metre and km stones
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-
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Maintenance of 200 metre and Km stone by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre, km stone and 5th km stone as per drawing and technical specification Clause 1912
7.18
10863
1514
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Granular Sub-base with Well Graded Material ( Table 400.1 ) using Jhama Brick Aggregate
By Mix in Place Method
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
For Grading - II Material ( Jhama brick aggregate )
44.85
271275
6048.49
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Water Bound Macadam Sub-Base / Base using Jhama Brick Aggragate
WBM Grading 3
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Manual Means
158
1243182
7868.24
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Single bamboo palasiding/walling of whole 2nd class bamboo (Jati or Bethua) 65 to 75 mm dia and closely packed & driven @ 150 mm c/c including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing bitumen drum sheet walling fixed with nails as per drawing and technical specification Clause 1302.5.
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Driven at least 900 mm below ground and 1200 mm above ground on average
75
74550
994
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Excavation in Soil with Dozer with lead upto 100 m.
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-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
408.32
27357
67
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Renewal (Part-III)
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-
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Maintenance of bituminous surface road
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-
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Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat type A as per drawing and technical specification Clauses 1904.2, 508 and 510.
956.67
345741
361.4
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Prime Coat
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Low porosity
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-
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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 and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
1150
52831
45.94
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Tack coat
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-
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
26411.21
338063
12.8
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20mm. Thick open - graded premix carpet using Bituminous (penetration grade / modified bitumen ) Binder
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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 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 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 or Type D as per Technical Specification Clause 508
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By Mechanical Means with Bitumen (VG-30)
26411.21
6964900
263.71
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Seal coat
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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 A or Type B or Type C or Type D as per Technical Specification Clause 510
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i) By Manual Means Case-IV: Type-D (premix with fine sand)
Bitumen (VG-30)
26411.21
1399794
53
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