Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Housekeeping Services
Eprocure
Opening Date22 Sep 2023
Closing Date5 Oct 2023
Tender AmountRefer Documents
Costs
EMD
₹ 9,52,040Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Mrl04-yangfo Road To Sangchu Sollung
Description
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Contact
Tender Id
2023_CEAR_128304_1Bid Award Id
ViewTender No
AR0305006Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of reference pillar/back pillar/bench mark/Job pillar as per drawing and technical specification
400
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DPR preparation , survey & investigation for hill area
5.1
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SH;-Earthworks/widening
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a. Excavation in Soil in hilly area by manual means including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5 mtr and lead upto 20 mtr as per technical specification clause 1603.1
844.46
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b. Excavation in Soil in hilly area by mechanical means including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5 mtr and lead upto 20 mtr as per technical specification clause 1603.1
16044.82
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a.)Excavation in hilly area in ordinary rock not requirng blasting by Manual means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 mtr and lead 20 mtr as per clause 1603.2
225.96
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b.)Excavation in hilly area in ordinary rock not requirng blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 mtr and lead 20 mtr as per clause 1603.2
4293.17
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Excavation for road way in hard roack (requiring blasting) by mechanical means , lift upto 1.50 m and disposal of excavated rock up to a lead of 20m as per clause 1603.2
1187.22
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SUB-HEAD:- EARTHEN SHOULDER
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Construction of earthen shoulder with approved material obtained from borrow pit with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000Mtrs as technical speci
1827.18
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Granular Sub-base with Well Graded Material (Table 400.1)
-
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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, and compacting with smooth wheel roller to achieve the desired density complete as per Clayse 401.4 as per Technical Specification Clause 408.
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(i)Using naturally occuring gravel
3122.97
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Item : Cement treated Base Course (CTB)
-
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Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement 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 sub-base/base as per Technical Specification Clause 404.
1996.44
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Item : Prime Coat.
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Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity).
19964.38
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Item : 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
19964.38
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Item :Mix Seal Surfacing
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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
19964.38
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Sub-Head (CD ;- 1.50m & 3.00m)
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Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side and bottom and backfilling in trenches with excavation suitable materials.
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(i) Ordinary soil upto 3m depth
419.65
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(ii) Ordinary Rock ( not requiring blasting
419.65
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.
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PCC grade M10 1:3:6 ( Hand mixing).
80.36
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Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203.
-
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(i) Course rubble masonry ( 1st sort ) In 1:4 cement morter
296.36
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(ii) Course rubble masonry ( 2nd sort) In 1:4cement morter
303.89
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Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5 RCC M 25 (1:1.5:3)
24.71
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Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification.Clause -1002,1010 &1202
2.04
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Providing and laying reinforced cement concrete in sub-structure as per Drg. and technical specification clauses 800,1205.4,1205.5 1:2.5:5(Hand mixing) Aboutment Capping
11.58
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Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8
-
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Granular materials
198.36
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
100
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Sh:- Retaining/Breast Wall
-
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Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side .
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i) Ordinary soil upto 3m depth
1620
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Providing concrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.(PCC M-10,1:3:6)
270
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Coursed Rubble Masonry (Second sort) with hard stone in foundation and plinth in cement mortar 1:4
2556.9
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Providing and laying reinforced cement concrete in superstructure as per Drg. and technical specification clauses 800,1205.4,1205.5 1:2:4(Hand mixing) Copping
101.25
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
1080
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SUB-HEAD:-side Drain
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Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge.
859.1
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Providing and Fixing PMGSY Logo Board at starting point
-
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
4
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Providing and Fixing Title information Board of PMGSY Project(RCC)
-
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
1
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Providing and Fixing Citizen information Board of PMGSY Project(RCC)"A"
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
18
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
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Diversion one km ahead
2
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Road ahead closed
2
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Men at work
4
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Road closed
2
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Stop
2
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Slow
2
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Kilometre Stone
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i) 5th Kilometre Stone (precast)
2
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ii) Ordinary Kilometer Stone (Precast)
4
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Routine Maintenance
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First Year
-
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Second Year
-
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Third Year
-
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Fourth Year
-
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Fifth Year
-
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GST
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Add GST @ 18%
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Evaluation Notes How It Works ?
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