Pradhan Mantri Gram Sadak Yojana Tender
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 Jun 2020
Closing Date21 Aug 2020
Tender Amount₹ 4,18,49,000
Costs
EMD
₹ 8,37,000Document Cost
₹ 15,000Tender 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
2020_CEAR_95435_1Bid Award Id
ViewTender No
AR1303002Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Removing mixed earth or rock slips including clearing the within a lead of 50m and upto 1.50m lift
1785.26
-
-
SH: SUBGRADE AND EARTHEN SHOULDER
-
-
-
Loosening of the ground up top level of 300 mm below the Sub grade level, watered, graded and compacted in layers to meet requirement of Table 300.1 & 300.2 for subgrade construction as per Technical Specification Clause 303.5.2
3351.94
-
-
Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits 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 1000m as per Technical Specification Clause 303.1
2346.36
-
-
GRANULAR SUB BASE/ DRAINAGE LAYER
-
-
-
Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
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 Technical Specification Clause 401. (a) For Grading II Material
3069.45
-
-
WBM GRADING III
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (a) By Manual Means
2096.95
-
-
SH: PMC WITH SEAL COAT
-
-
-
Providing & applying prime coat with bitumen emussion (SS-I) unprepared surface of granular base i/c clearing of road surface and spraying primer @ 0.70 to 1.00 kg/sqm using Mech. means as per technical specification clause 502.
27959.31
-
-
Providing & applying tack coat with bitumen emussion (RS-I) using emulsion pressure distributer @ 0.25 to 0.30 kg/sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503
27959.31
-
-
Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 mm 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 base, including mixing in a suitable plant, laying rolling with 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. By Manual means (Bitumen S-65)
27959.31
-
-
Providing and laying seal coat sealing the voids in a 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 By Manual Means Case- I) Type B II) Bitumen (S-65)
27959.31
-
-
SH: Slab Culvert - 1.50 m span as per IRC SP 20-2004
-
-
-
FOUNDATION 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I.Ordinary soil (i) Upto 3m depth
344.96
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M 10 (I) Nominal mix 1:3:6 (Hand Mixing)
33.84
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC grade M 15 (I) Nominal mix 1:2.5:5 (Hand Mixing)
24.17
-
-
Stone Masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement Mortar
173.13
-
-
SUBSTRUCTURE
-
-
-
Stone Masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 & 1204 II) Coursed Rubble Masonry (2nd sort) iii) In Cement Mortar (1:5)
116.58
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawigns & technical specification Clause 1204.3.8 I) Granular Material
68.74
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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
190
-
-
Plain/reinforced concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 For height upto 5m iii) RCC grade M20
13.44
-
-
Plain/reinforced concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204 PCC grade M15 iii) Nominal mix 1:2:4 (Hand mixing)
2.76
-
-
SUPERSTRUCTURE
-
-
-
Poviding and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1204.5 and 1205.5 I) RCC grade M20 (I) Nominal mix 1:2:4 (Hand mixing)
1.92
-
-
Poviding and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses 800, 1204.5 and 1205.5 RCC grade M25
19.2
-
-
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202
1.96
-
-
SH: PROTECTIVE WORKS
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottoms and backfilling in trenches with excavated suitable materials I. Ordinary soil (I) Upto 3 m depth
398.72
-
-
Providing concrete for plain/reinforce concrete in open foundation complete as per drawing and technical specification clause 802, 803, 1202 and 1203 PCC M10
65.62
-
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 & 1204 II) Coursed Rubble Masonry (iii) In cement mortar (1:5)
784.81
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawigns & technical specification Clause 1204.3.8 I) Granular Material
246.59
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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
534
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 and 1204. For height upto 5m PCC grade M15 Nominal mix 1:2.5:5 (Hand mixing)
25.38
-
-
SH: CC SIDE DRAIN
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including settingout, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m, dressing of sides and bottoms and backfilling in trenches with excavated suitable materials i) Ordinary Soil (I) Upto 3m depth
1836
-
-
Providing concrete for plain concrete in open foundations complete as per drawing & technical specification clauses 802, 803, 1202 & 1203 (i) PCC grade M10
144
-
-
Stone masonry work in cement mortar for substructure as per drawing and technical specification clauses 702, 704, 1202 & 1204 (i) Coursed rubble masonry in 1:5 cement mortar
511.92
-
-
Providing concrete for plain.reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) PCC grade M15 (ii) Nominal mix 1:2.5:5
180.9
-
-
Plastering with cement mortar (1:4), 15mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204
1080
-
-
SH: ROAD FURNITURE
-
-
-
Providing and fixing PMGSY Logo Board at Starting Point Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC (Size of RCC post 25cm x 25cm x 90cm below GL & 15cm x 15cm x 260cm above GL) (Size of board 1 x 85cm x 85cm x 7.5cm) incl. earthwork, finishing with 15mm plaster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropriate color with required shade of approved quality ready mix paint
2
-
-
Providing and Fixing Title information Board of PMGSY Project (RCC) Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC (Size of RCC post 25cm x 25cm x 90cm below GL & 15cm x 15cm x 260cm above GL) (Size of board 1 x 85cm x 85cm x 7.5cm) incl. earthwork, finishing with 15mm plaster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropriate color with required shade of approved quality ready mix paint
2
-
-
Providing and Fixing Title information Board of PMGSY Projec (RCC) Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC (Size of RCC post 25cm x 25cm x 90cm below GL & 15cm x 15cm x 260cm above GL) (Size of board 1 x 85cm x 85cm x 7.5cm) incl. earthwork, finishing with 15mm plaster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropriate color with required shade of approved quality ready mix paint
2
-
-
KILOMETRE STONE
-
-
-
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 i) 5th Kilometer Stone (Precast)
3
-
-
ii) Ordinary Kilometer Stone (Precast)
6
-
-
iii) 200m Stone (Precast)
27
-
-
TRAFFIC SIGNS
-
-
-
A. Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 17602.2.3 fixed over aluminium 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 designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and technical specification clause 801
80
-
-
Routine Maintenance
-
-
-
First Year
-
-
-
Second Year
-
-
-
Third Year
-
-
-
Fourth Year
-
-
-
Fifth Year
-
-
-
GST
-
-
-
Add GST @ 12%
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements