Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date14 Nov 2018
Closing Date4 Dec 2018
Tender Amount₹ 284
Costs
EMD
₹ 7,49,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ut-03-59 Nandprayag Ghat Mr Km 11 To Gandasu Mr Stage I
Description
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Contact
Tender Id
2018_CCUK_70348_12Bid Award Id
ViewTender No
URRDA_2071_05112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of R. R . stone masonary in cement mortar 1:6 including supply of all materials,labour,t&p&royaltyetc,required for proper completion of work as directed by Engineer-in-charge and MORD specifications for rural roads 2014
1627.92
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Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.
2520.32
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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.
1000.08
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Providing Edge stone on valley side of formation as per drawing including supply of all materials ,labour,T&P etc. required for proper completion of the work as per MORD Specificaion and as directed Engineer-in-charg.
900
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-
Construction of parapet in R.R 1:6 , as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge. ( without base concrete)
-
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(ii) R.R. stone masonry in 1:6 cement : sand mortar(2X0.45x0.575)
20.8
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(iii) C.C in 1:2:4 (2X0.45X0.0225)
0.8
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-
(iv) Plaster in 1:4
69.6
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-
(v) Flushing pointing in 1:3
48
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-
(vi) White washing
153.6
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Construction of parapet in R.R 1:6 , as required and specified in detailed drawing with white washing complete as per the direction of Engineer in charge.. ( with base concrete)
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i) E/W in excavation in foundation (2.15X0.6X0.15)
13.3
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ii) P.C.C in M 10 in base
13.3
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iii) R.R. stone masony in 1:6
36.4
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iv) P.C.C in M 15 at top
1.4
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v) Piaster in 1: 4
121.8
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-
vi) Pointing in 1: 3
84
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-
vii) White washing
268.8
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-
Providing and laying of boulder apron laid in wire crates with 4 mm dia G.I. Wire conforming to IS: 280 & IS: 4826 in 100mm x 100mm 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.
870.75
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Surface Drains in Soil Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.Manual Means
5274
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Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification- in Scupper
1390.841
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-
Providing & Laying M10 grade plain cement concrete in open foundation as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.(Nominal Mix 1:3:6)- in Scupper
94.107
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Random Rubble stone masonry for structures laid in 1:6 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 & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.- in Scupper
380.619
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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.- in Scupper
119.063
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete tonne as per drawing and technical specifications Clauses 1002, 1010 and 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).- in Scupper
46.551
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Providing & Laying R.C.C M25 grade cement concrete in Super Structure as per MORD specification including all material labour T&P etc. as directed by Engineer in charge- in Scupper
46.101
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-
Making weepholes in stone masonry through the full width of the structures at spacinng not exceeding 2m in horizontal and 1m in vertical direction suitably staggered shall be provided in masonry structures with height more than 2m to drain moisture frrom the backfilling. The lowest row of weep holes shall be provided at about 150 mm above the low water level or lowest ground level whichever is higher or as directed by the Engineer.The height of weep holes shall be same as the height of the course in which they are formed and the size of the weep holes shall be not less than 80 mm x 150 mm.The sides and bottom of weep holes in the interior shall be made up with stones having fairly plain surface and the channel so formed slabbed over with stones not less than 150mm thick and having bearing of not less than 150 mm on each side.complete as per drawing and technical specification Clauses 709- in Scupper
402.336
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Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge. in Catch Pit
263.462
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-
Earth work in Excavation foundation for cross drainage structures, retaining walls, breast walls & other similar structures in all types of soils and rocks as met at site with all leads, lifts and disposal of surplus earth as directed by engineer in charge including supply of all material labour, T&P etc. required for proper completion of work in accordance with the MORD specification. - in Causeway
68.25
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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 & as per MORD specification for cross drainage structures, retaining walls, breast walls & other similar structures etc. as directed by Engineer-in-Charge.
76.8
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-
Random Rubble stone masonry for structure laid dry by locally available approved stone, including supply of all materials, labour, T&P etc required for proper completion of work as per drawing & as per MORD specification for retaining walls, breast walls & other similar structures as directed by Engineer-in-Charge.- in Causeway
18.2
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Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.
27
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-
Excavation in foundation for retaining & breast walls in all types of soils and rocks including lead, lift and disposal of surplus material as per direction of engineer - in -charge- in Culvert
90
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-
Stone masonary in Cement mortar(Coursed rubble masonry in 1:4 Cement Mortar) for substructure complete as per MORD specification including all material labour T&P etc. as directed by Engineer in charge. - in Culvert
124.08
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-
Stone masonary in Cement mortar(Coursed rubble masonry in 1:5 Cement Mortar) for substructure complete as per MORD specification including all material labour T&P etc. as directed by Engineer in charge. - in Culvert
110.74
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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.(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) - in Culvert
73.68
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-
Providing & Laying R.C.C (1:1.5:3) as per MORD specification including all material labour T&P etc. as directed by Engineer in charge.- in Culvert
123.74
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Providing and fixing of 5th Kilometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.
1
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-
Same as above but KM. stone
6
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Providing and fixing of Hectometer stone as per standard drawing made of precast R.C.C. M15 grade fixed with P.C.C. M10 grade, including excavation of pit, painting and printing letters on kilometer stone with two coat of synthetic enamel paint of approved quality as directed by Engineer in charge.
59
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-
Providing 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 written as per the MORD specification and direction given by Engineer in charge.
1
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Providing & fixing of Semi reflective Traffic Sign Boards (cautionary, mandatory & informatory) as per attached drawing duly painted and written as per the MORD specification and as directed by Engineer-in-charge.
30
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-
Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per MORD specification and direction by Engineer in charge.
7
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Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.
2
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Providing & fixing of semi reflective Direction and Place Information logo Boards up to 0.90 sqm size as per attched drawing and as per the MORD specification and direction of Engineer-in-charge.
56
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EMMERGENCY 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
472
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-
Iind Year
424.8
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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
-
-
-
Ist Year
23.6
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-
Iind Year
21.24
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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
17.7
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-
Iind Year
15.93
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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)
-
-
-
Ist Year
23.6
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-
Iind Year
21.24
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-
Routine Maintenance Under PBMC:
-
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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.
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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] 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
5.9
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Iind Year
5.9
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-
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