Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Healthcare and Medicine
Eprocure
Opening Date7 Jul 2018
Closing Date18 Sep 2018
Tender Amount₹ 1,347
Costs
EMD
₹ 25,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_64759_3Bid Award Id
ViewTender No
URRDA_633_08062018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Random rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.For R/w & B/w
616.35
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HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work.For R/w
852
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Plaster 1:4 in cement & sand mortor including supply of all materia, labour, T&P etc required for proper completeion of work
97.65
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge
265
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Providing edge stone on valley side of formation as per drawing and Technical specification Clause 1608.2.6 as per MORD spec. 1600 Sr. No. 8.9
1721
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Providind and Laying of parapet with PCC M 15 Nominal mix (1:2.5:5) as per standard drawing & technical specifications Clauses 800 and 1208.4 including supply of all material, labour, T&P etc. required for proper completion of the workand specified in detailed drawing with white washing complete as per the direction of Engineer-in-chjarge.
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Excavation in Foundation
210.9
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Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 10
210.9
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Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials,labour, T&P,Royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
577
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Pointing with cement mortar 1:3 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.3
1332
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15 mm thick Plastering with cement mortar 1:4 including supply of all materials, labour,t&p&royalty etc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications Clauses No.613.4
1931
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Providing and laying of concrete for plain concrete for substructure including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 20.
22
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1916 of MORD Specification for Rural Roads 2014
4262
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DRAINAGE WORK
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Construction of Hill side Pucca KC Drain in accordance with the requirement of specification true to line and drades dimensions and other particulars as per Drawing including all material labour T&P etc required for proper completion of the work as directed by Engineer in charge.
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Excavation in foundation.
1287
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R.R. stone masonary in cement mortar 1:5
715
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15 mm thick Plastering with cement mortar 1:4
5934.5
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CROSS DRAINAGE WORK
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Construction of 1 m span scupper of RR 1: 6 abutment ,RCC slab as per attached drawing including supply of all material, labour, T&P etc. required for proper completion of the work. C/O 1 m span culvert with kharanja base .
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Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
85.89
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Providing and laying of concrete for plain concrete in open foundations for structures including supply of all materials, labour, T&P, royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 10.
5.85
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Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials,labour, T&P,Royalty etc required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
27.73
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Construction of R.R. stone masonary laid dry supply of all materials, labour,T&P & Royalty etc.required for proper completion of work as directed by Engineer-in-charge MORD Specification for Rural Roads 2014.
11.08
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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.
7.8
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Providing and laying of concrete for reinforced concrete for Sub structures including supply of all materials, labour, t&p, shuttering, centering , royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.R.C.C.grade M 25 for cross drainage structures such as Culverts , Bridges etc.
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Sub structures
0.68
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Super structures
2.33
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &1202. (The reinforcement steel shall be as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)
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Sub structures
0.6
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Super structures
1.95
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Providing and laying of concrete for plain concrete for open foundation including supply of all materials, labour,T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. P.C.C grade M 25.
0.3
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Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards face complete as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014.
22
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Causeway
-
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Excavation in foundation .
118.74
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Providing concrete for plain concrete in open foundation complete as per drawing and technical specification Clauses 802, 803, 1202 & 1203 & as per MORD specification Clauses 800 & 1200 Sr No. 11.4 P.C.C. grade M10
29.4
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Providing and laying reinforcement cement Concrete in substructure as per drawing and technical Clauses 802, 804, 805, 806, 807, 1202 & 1204 & as per MORD specification Clauses 800. Sr No. 12.5 (iv) R.C.C M-25 Grade (1:1.5:3)
12.6
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Random rubble stone masonry for structures laid in 1:5 cement & sand mortar by locally available approved stone and sand from approved quarry including supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for cross drainage structures, retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge.
89.99
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS: 4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 25 Kg each as per drawing and technical specification of MORD and as directed by Engineer-in-charge
33.75
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge..As per Khaninja.
23.04
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Supply, fitting and placing MS bar reinforcement in substructure complete as per drawing and technical specification Clauses 1002, 1005,1010 & 1202 & as per MORD specification Clauses 1000. Sr No. 12.8
4.95
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EARTHAN SHOULDERS SUPER ELEVALATION.
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Repairs of damages caused by rain/spillage of water Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with three wheel 80-100 kN static roller, complete as per Technical Specification Clause 301.5.5.1 (Sub grade preparation) B= 4.05 m (As GSB Width)B= 4.05 m (As GSB Width)
144787.5
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Excavation in Cutting in Soil by manual means with lead upto 50 m.
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3(for making superelevation) Super elevation Half cut & Half fill in road width Super elevation B = ((6.6+6.9+7.50)/3)/2 = 3.50m Super elevation H(for7%)=3.50x7% =0.245m Average H= (0.00+0.245)/2 = 0.1225m Length of curve =22275*70%=15592.50
5457.37
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Construction of Embankment with Material Obtained from Roadway cu.m Cutting
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (for patri Filling) Patri filling Avg. B= (6+6.6+6.9)/3= 6.5
Patri width = (6.50-(3.9+0.5+0.45)= 1.65
10107.28
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Random Rubble stone masonary in Coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications) H= (0.60+0.30)/2=0.45m
5613.3
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PAVEMENT WORK
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Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification Clause 401 40% Total Painting Qty.=13651.45*40%=5460.58 Cum
5460.58
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WBM Grading-1…..Manual Means Providing, laying, spreading and compacting stone aggregates of specific sizes(63mm to 45 mm) to water bound macadam 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 screenings (Type B-11.2 mm) and binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. 60% of total Painting qty.=13651.45*60%=8190.87 Cum
8190.87
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WBM Grading 2 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/binding materials to fill-up th interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. By Mechanical Means Total Qty.=6824.00 Cum
6824
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WBM Grading 3 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. By Mechanical Means
6824
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Prime Coat Low porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.
91027.34
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Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
91027.34
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Premix Carpet 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. Bitumen (S-90)
91027.34
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Seal Coat 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 Bitumen (S-90)
91027.34
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MAINTENANCE DURING CONSTRUCTION
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Slip Clearance Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
10026
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Road Furniture
-
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Providing and fixing of Title Information Board with PMGSY Logo at suitable place in the starting of the road as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
2
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Providing and fixing of Citizen information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
2
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Providing and fixing of Maintnance information board with PMGSY Logo at at starting and prominent location (where maximum no. of fitizens can view the detail of the road)as per attached standard drawing duly painted and writen as per MORD specification and direction by Engineer in charge
2
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OTHER WORKS
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
2
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Emergency Maintenance
-
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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
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Ist Year
1320
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Iind Year
1188
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IIIrd Year
1069.2
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Ivth Year
962.28
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Vth Year
866.052
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Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator ,pol, and all other charges required for proper compeletion of work
-
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-
Ist Year
44
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-
Iind Year
39.6
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IIIrd Year
35.64
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-
Ivth Year
32.076
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-
Vth Year
28.868
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and techniacal specification 1301
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Ist Year
44
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-
Iind Year
39.6
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-
IIIrd Year
35.64
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-
Ivth Year
32.076
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-
Vth Year
28.868
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-
Coolie Walling including supply of all material, labour, T&P,royalty etc. required for proper completion of the work,as directed by Engineer-in-charge and as per PWD specifications 8.90 (For opening communication only)
-
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-
Ist Year
66
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-
Iind Year
59.4
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-
IIIrd Year
53.46
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-
Ivth Year
48.114
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Vth Year
43.303
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Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well as catch water drains as per technical specification Clause 1907.
3]Maintenance of shoulders to the required level by filling/cutting the soil and its compacting including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .
4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908.
5] Maintenance of Causeway by way of minor Surface repairs, replacing Guide Posts, repair of flood gauges, removal of debris, providing boulders and protection work and painting as per technical specification Clause 1909. 6] Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910.
7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.
8} Repairing of pot holes by removal of loose material, trimming of sids, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and Type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year).
9] Two coat white washing on parapet walls of CD work ,edge stones, tree truncks, and prominent rock patches on hill sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
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Ist Year
22
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Iind Year
22
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IIIrd Year
22
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Ivth Year
22
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Vth Year
22
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