Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date26 Jul 2018
Closing Date16 Aug 2018
Tender Amount₹ 5,93,30,000
Costs
EMD
₹ 11,87,000Document Cost
Refer DocumentsTender 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
2018_CEAR_66097_1Bid Award Id
ViewTender No
DRWD/DPIU-I/PMGSY/ Ph-XII-Batch-I /2017-18/6Tender 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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(a) In area of non-throny jungle
5.83
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(B) In area of throny jungle
0.65
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SH: Setting Out
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Referenec benchmark and working benchmark
5
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
54
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Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3
54
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
5
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SH: Earthwork Formation Cutting.
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Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
8326.17
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Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
74935.56
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Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
227.16
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
2044.47
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
1535.74
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SH: C.C. DRAIN.
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side. Clause 1604
793.48
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
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(I) Nominal mix (1:3:6 Base)
198.37
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Providing concrete for plain/reinforced concrete M-15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Normal mix)
317.39
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
3658.81
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SH: CDs, BRIDGES AND R/B WALL
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable materials.
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I. Ordinary Soil
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(I) Upto 3 m depth.
1858.04
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
254.99
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Coursed Rubble Masonary (2nd Sort)
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( ii) In 1:4 Cement mortar.
709.07
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Coursed Rubble masonry (2nd Sort)
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(iii) In cement mortar (1:5)
660.71
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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I) Granular material
281.35
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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
882
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m.
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III) P.C.C. grade M 20
45.73
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Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
230.54
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SUPERSTRUCTURE
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
53.55
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5. R.C.C grade M 20.
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(I) Nominal mix 1:2:4 ( Hand mixed)
6.46
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8.33
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
340.11
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B.T.
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Subgrade Preparation
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Preperation of subgrade by excavating the earth 22.50 cm deep and compacting the surface by road roller 8-10 ton and 6 to 8 passes upto a required dencity.
3935.25
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Granular Sub Base
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Construction of granular sub base by providing well graded material spreading in uniform , compacting with rollaron OMC to achieve desired dencity complete as per specification and clause 401.
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For Grading - I material.
1809
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WBM-II.
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Providing , laying , spreding and compacting stone aggregates of specific size to water bound macadam specification i/c spreding of uniform thickness , hand pcking . rolling with smooth wheel roller 80- 100 KN in stages to proper grade and camber , applying and brooming stone screening / binding materials to fii-up the interstic of coarse agg. watering and compacting to the required density grade -II as per technical clause 405.
1237.5
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WBM-III.
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Providing , laying , spreding and compacting stone aggregates of specific size to water bound macadam specification i/c spreding of uniform thickness , hand pcking . rolling with smooth wheel roller 80- 100 KN in stages to proper grade and camber , applying and brooming stone screening / binding materials to fii-up the interstic of coarse agg. watering and compacting to the required density grade -III as per technical clause 405.
1237.5
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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 1.2-1.50 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).
16500
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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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
16500
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PMC
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Providing, laying and rolling of open graded primix carpet of 20 mm thickness composed od 13.20 mm to 5.60 mm aggrigate either using penetration grade bitumen or emulsion to required line ,gradeand level to serve as wearing course on a previosly prepared base i/c mixing in a suitable plant with 80-100 KN rolling capacity finished to required level and grade to be followed by seal coat.BITUMEN S-65
16500
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Seal coat
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Providing, laying and rolling of seal coat to sealing voids in a bitumenous surface laid to the specified grade and cross fall using typ-A, typ-B as per tech specf.
16500
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TRAFFIC SIGNS, MARKINGS AND OTHER ROAD APPURTENANCES
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Providing and erecting of sign board starting at zero point retro reflective reflectorised sign as per IRC-67, made of encapsulated lense type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exeeding 0.9 sqm .
1
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Providing and erecting, direction and place identification retro reflective reflectorised sign as per IRC-67, made of encapsulated lense type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exeeding 0.9 sqm citizen information board.
1
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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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a ) 5 th km stone
1
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b ) Ordinary Kilometre Stone (precast)
5
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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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Fouth Year
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Fifth Year
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Evaluation Notes How It Works ?
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