Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 11,80,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_LRRDA_129605_1Bid Award Id
ViewTender No
LD013001Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
Upgradation and maintenance of road from tsokstot to Tsaking via lamdon School disket
BOQ Items
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Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. ii) Girth above 600 mm to 900 mm
100
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.
162
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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, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. By mechanical means in thorny area
0.6
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Compacting original ground: Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301
4617
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Part B: Pavement 2nd
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Granular sub-base :- Granular sub-base course with local nallah/quarry materials (Table 400.13)by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers manually on prepared surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408.(Including all leads lifts).
1446.55
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Scarifying existing deteriorated bituminious surface and disposal of scarified material with a lift upto 3m and lead upto 1000m as per technicalspecification clause 202
9510
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Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding cement @4% minimum to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base as per Technical Specification Clause 404.
3278.05
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Providing and laying of prime coat with bitumen emulsion (SSI – I ) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.7 to 1.00 Kg/SM with bitumen sprayer as per clause 502
19360.5
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Providing and laying Semi Dense bituminous concrete as per clause 509 with 40-60 TPH Batch Type hot mix plant using crushed aggregates of grading 2; 19mm nominal size of 10mm to 5mm @40%; 5mm below @ 32% & Crushed sand or grit passing 2.36mm sieve and retained on 180 mic @ 28% , premixed with bituminous binder @ 5.4% and cement @3% of Mix , transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per IRC 95 - 1987.
455.63
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CGBM Providing and laying Porous hot bituminous mix as per grading of IRC SP 125: 2019 with Drum/batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 3.5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects and then cooling to air temperature. Subsequently then grouting through cementitious material to ensure full depth grouting for CGBM layer.
125.19
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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 compected to meet requirement of Table 300.2 with lead upto 1000m as per Technical Specification Clause 303
2735.88
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Part C: Protection Works
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Excavation for structure in all kinds of soil such as pick work jumper work, soft and Hard Rock including chiselling, wedging out of rock and blasting, if required and saturated soil and their intermediate classification in all heights and depths including dressing, trimming and compacting the cut formation in accordance with requirements of lines, grades and cross fall complete as per MORD specifications.
1594.08
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-10 .
409.97
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Providing concrete in coping in M-15 grade as per drawing & technical specification (complete job).
127.7
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Random rubble Stone masonary in foundation/walls complete as per drawing and specification clause 702,704,1202 & 1203.
i) Random Rubble masonry dry (Stone Brought From Source)
601.7
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(ii) R.R. Masonry in Cement Mortor (1:5) (Stone Brought From Source)
2406.78
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1604.7 Stacking of stones of 0.6m width behind walls
647.57
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Earth filling behind structures with approved material from approved source or as directed by site engineer,with all lead lift to the site spreading gradually to required shape and compacted to meet requirement to table 300.2.
1823.26
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Providing and laying parapet with PCC M-15 grade as per drawing and technical specification clause 800 (complete job).
33.75
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Part D: Cross Drainage
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
74.94
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M-10 (nominal mix 1:3:6).
11.52
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Providing Plain/reinforced cement concrete of M15 grade in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1206 (complete job).
49.08
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, and 1401 RCC grade M-25 complete job
10.68
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Supply, fitting and placing T.M.T bar reinforcement in super structure complete conforming to (Fe 415) as per drawing and technical specification clause 1002,1010 & 1202.
0.76
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specification clause 1604.7 Stacking of stones of 0.6m width behind walls
21.6
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HUME PIPE: Providing & laying reinforced cement concrete pipe NP3, 1000mm dia for culverts on first class bedding of granular material of 200mm thick in single row including fixing collar with cement mortar 1:2 embeded in trench by excavating earth and refilling of available earth cutting including concrete works in head walls in M10 grade as per drawing and technical specification clause 1101 including all carriages of material, handling and rehandling etc complete.
22.5
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Prodiving and laying 300mm dia MS pipe nominal bore conforming to IS 3589 of 1991 having 4.85mm wall thickness with 0.75% tolerance with weight of 38.13Kg per Mtr. And length of 6 Mtr each for cross drainage embeded in trench by excavating earth and refilling of available earth cutting. including proper catch pit in M10 and carriage of pipes at site (Complete job)
9
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Part E: Cross Drainage(Side Drain)
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Earthwork in excavation for structures as per drawing and technical specification clause 305.1 including setting out construction of shoring and bracing removal of stumps and other deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and back filling in trenches with excavated suitable material ordinary soil incl. dewatering of trenches and diverting of Nallah wherever necessary. complete Job
136.5
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specification clause 802, 803, 1202 and 1203 PCC grade M-15
140.62
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Part F: Road Furniture
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Providing and fixing of typical PMGSY informatory sign board with logo as per MORD specification and drawing. Three MS Plate of 1.6mm thick. Top and middle plate duly welded with MS flat iron 25mm X 5m size on back edges. The lower plates duly welded with MS angle iron frame of 25mm x 25mm x 5mm. the angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2Nos. 75mm x 75m of SWG sheet tubes post duly embedded in cement conc. M-15 grade blocks 450mm x450mm x 600mm, 600mm below ground level as per clause 1701 and annexure 1700.1
3
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per 1RC-67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and technical specification clause 801.
30
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Providing and erecting direction and place identification rectro-reflectorised sign as per IRC-67 made of encapsulated lense type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel single angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly design foundation with M15 grade cement concrete 450mmx450mmx600mm , 600mm below ground level as per drawing and Technical specification clause 1701
2
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Reinforced cement concrete M15 grade kilometer/ 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 i) 5th KM stone ( precast)
1
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ii) ordinary Km stone (precast)
4
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ii) 200Mtr ( precast stone mile)
20
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P/F LOGO of PMGSY project
4
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
1023.6
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Maintenance for Five Years
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1st Year
1
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2nd Year
1
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3rd Year
1
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4th Year
1
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5th Year
1
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Evaluation Notes How It Works ?
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