Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
Refer DocumentsDocument Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SQCEO_112388_1Bid Award Id
ViewTender No
174/TRRDA/HSCL /SE(P)/Ex-C/PD-III/2021-22 (Re)Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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Estimate for Maintenance:
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Restoration of Rain Cuts
Restoration of Rain Cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300 mm width laying fresh material in layer not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alighment, level and slopes as per drawings and technical specification Clause 1902
By Manual Means
246.95
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153.3
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Maintenance of Earthen Shoulders
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I. Maintenance of Earthen shoulder (filling with fresh selected soil)
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
Av. Thickness = 150 mm.
11
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21.9
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ii. Maintenance of Earthen shoulder (Striping of excess soil)
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
1280.48
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8.3
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Maintenance of bituminous surface road
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i. Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method, filed with 75 mm B.M. after applying bitumen emulsion tack coat on sides and on bottom as per technical specification Clauses, 502, 503 and 504.
108.59
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10873.43
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ii. Patch repair on already filled pot holes with 75 mm BM with 20 mm premix carpet and seal coat type B as per drawing and technical specification Clauses 1904.2, 508 and 510
4175
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282.16
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iii. Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface, providing tack coat, 20mm thick premix carpet and seal coat type B as per drawing and technical specification clauses 1904.2, 503 and 508.1
4175
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284.2
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Maintenance of Drains
The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regarding, deepening of side drawins as well as catchn water drawins as epr technical specification Cluase 1907.
11382
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1.4
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Maintenance of Culverts
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i. Maintenance of Culverts Hume pipe type
Maintenance of Hume pipe Culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908.
8
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907.9
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ii. Maintenance of Culverts Slab/ Box Type
Maintenance of Box Type Culverts by way of clearing, dleaning, reosion repair, repairs to cracks, paprpet wall and protection work as per drawing and technical specification drawing and technical specification 1908
16
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1640.3
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Maintenance of Steel and RCC Railing
Repair of RCC railing to bring the original shape, cleaning and repainting as per drawings and technical Specification Clause 1911
8.13
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1837.7
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Maintenance of Guard Posts
20.33
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274.43
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Cutting of Branches of Trees Shrubs and Trimming of Grass and Weeds
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i) Cutting of branches of trees and shrubs from the roadway or within R.O.W. including disposal of wood and leaves to suitable location as per technical specification Clause 1914
41
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51.4
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ii) Cutting of shrubs from the roadway or within R.O.W. and disposal of shrubs to suitable locations as per technical specification Clause 1914
610
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3.6
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iii) Trimming of grass and weeds from the shoulders / berms and disposing off the same to suitable location as per technical specification Clause 1914
4573.13
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1.2
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White Washing of Prapet Walls of CD Work and Tree Trunks
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification Clause 1915
203.25
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7.7
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Extra Items:
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Sub-base & Base Courses
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GSB
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Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, watering and compacting with smooth wheel/ vibratory roller 80 - 100 KN static weight to achieve the desired compaction, complete as per Technical Specification Clause 401.
34.93
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3220.59
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Water Bound Macadam Base using jhama Brick Aggregate
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WBM Grading -2
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Providing, laying spreading and compacting 63m.m to 12.5m.m jhama Brick aggregates to Water Bound Macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting to fill up all interstices as per technical specification clause 405.
33.64
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3982.04
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WBM Grading - 3
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Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
32.34
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3971.19
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Surface courses (Bituminous)
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Prime coat
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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 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
543.75
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36.31
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Tack coat
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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.
543.75
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12.92
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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 13.2mm to 5.6mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared bases 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 as per Technical Specification Clause 508.
543.75
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208.4
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Seal coat
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Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
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i) By Manual Means with Bitumen (S-65) Type D
11068.75
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51.9
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Road Logo other Road furniture
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
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(i) 600mm equilateral triangle aluminum sheeting
10
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2288.9
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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
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(I) Ordinary Kilometer Stone (precast)
5
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2111.44
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(II) 200 m stone (Precast)
16
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556.65
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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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(A) Driven at least 900 mm below ground and 1200 mm above ground on average
4
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833.8
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