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
Civil And Construction
Eprocure
Opening Date17 Jul 2018
Closing Date6 Aug 2018
Tender Amount₹ 6,82,67,500
Costs
EMD
₹ 13,65,000Document 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_66018_1Bid Award Id
ViewTender No
EEY/NIT(PMGSY)/2017-18/Mog Dt. 16/07/2018Tender 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
Documents
BOQ Items
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 requried slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
3758.09
-
-
Sub-Head: Grannular Sub-Base
-
-
-
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader 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. (i) Using naturally occuring gravel.
4867.92
-
-
Sub-Head: WBM-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
1664.89
-
-
Sub-Head : PMC.
-
-
-
Providing & applying prime coat with bitumen emussion (SS -I) unprepared surface of graunlur base i/c clearining of road surface and staying primer @ 1.20 to 1.50 kg /mtr using Mech. Used as per technical specification cluase 502.
22198.5
-
-
Pre coating of chip with 1% of paving bitumen by weight of chip in a suitable mixture duely heated 160 degree C as per technical specification clasue 507.2.5 (ii) Bitumen S-65
599.36
-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm 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 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.(i) By manual means Bitumen(S-65)
22198.5
-
-
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 (i) Type A Bitumen S-65.
22198.5
-
-
Sub-Head: Cross Drainage Works.
-
-
-
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 (I) Ordinary soil (i) Upto 3m depth.
572.32
-
-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.(I) P.C.C grade M10 (i) Nominal mix 1:3:6(Hand mixing)
82.92
-
-
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. (II) Coursed Rubble Masonary (ii) In Cement Mortar 1:4
179.24
-
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 (II) Coursed Rubble Masonary (2nd sort) (iii) In Cement morter 1:5.
88.4
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material.
48.64
-
-
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
152
-
-
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 5m (III) R.C.C grade M20.
9.84
-
-
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 (II) RCC Grade M25
36.8
-
-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (I) RCC grade M20 (i) Nominal mix 1:2:4 (Hand mixed)
1.52
-
-
Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5. RCC grade M25
17.76
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.76
-
-
Sub-Head : Protective Works.
-
-
-
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 bottoms and backfilling in trenches with excavated suitable materials. 1. Ordinary soil (i) Upto 3m depth
141.33
-
-
Providing concrete for plain / reinfroce concrete in open foundation complete as per drawing and technical specification cluase 802,803 1202 and 1203. PCC M10
99.01
-
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. (II) Random Rubble Masonary (iii) In cement mortar (1:5)
1421.6
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (I) Granular material.
751.67
-
-
Providing PCC M20 Architectural copping on top of retaning wall and brest wall.
388.26
-
-
Plastering with cement mortor 1:4 on sub structure as per drawing and technical specification clause 613.4 and 1204
605.12
-
-
Sub-Head : Side Drain
-
-
-
Earthwork in excavation for structures as per drawing and technical specification clauses 305.1 i/c setting out , construction of shoring and bracing of stumps & other deterious materials and disposal upto a lead of 50 .00 mtr , dressing of sides & bottom
735
-
-
Providing concrete for plain concrete in open foundations complete as per drawing & techincal specification clauses 802, 803,1202 & 1203. (i) PCC grade M10
60
-
-
Stone masonry work in cement mortar for substructure as per drawing and techincal specification clauses 702, 704, 1202 & 1204 . (i) Random Rubble masonry in 1:5 Cement mortar.
276
-
-
Plain cement concrete M15 grade in foundation
70
-
-
Sub-Head : Traffic Sign & Road Logo
-
-
-
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
4
-
-
Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
4
-
-
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 25 cm x 25 cm x 90 cm below G.L & 15 cm x 15 cm x 245 cm above G.L) ((Size of board 2 x 90 cm x 80 cm x 7.5 cm} i/c E/work, finishing with 15 mm pluster 1:4 and neat cement punning, applying prime coat, pianting and lettering with appropriate colour with required shade of approved quality ready mix paint.
2
-
-
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.
-
-
-
Road ahead closed.
8
-
-
Men at work.
8
-
-
Un-even road.
8
-
-
Do not enter
8
-
-
Road closed.
8
-
-
Stop.
8
-
-
Speed limit.
8
-
-
Routine Maintenance
-
-
-
First Year
-
-
-
Second Year
-
-
-
Third Year
-
-
-
Fouth Year
-
-
-
Fifth Year
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements